W912HN-13-R-0018_AMD7_V1.PDF
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Amd 7 Drawings Vol 1
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INV60DI
B-15
B-14
B-7
B-3
B-6
B-2
B-4
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B-1
B-12
B-11
B-10
B-6
B-9
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SOIL
RESISTIVITY
TEST
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T.B.M.
BUILDING FINISH FLOOR
ELEVATION 25.05 (MLLW)
ELEVATION 20.62 (NAVD88)
INTERNATIONAL
PAPER
TREATMENT POND
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LAT: N032° 06' 58.33"
LON: W081° 07' 34.78"
LAT: N032° 06' 56.49"
LON: W081° 07' 34.83"
STA: 922+62.57, 477.08' R
STA: 917+46.46, 597.71' R
STA: 921+23.70, 353.33' R
POWER POLE
N: 771437.00
E: 978257.90
POWER POLE
N: 771566.49
E: 978362.49
POWER POLE
N: 771399.82
E: 978609.87
POWER POLE
N: 771666.34
E: 978913.18
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US ARMY CORPS
OF ENGINEERS
SAVANNAH
S Y
M B
O L
B Y
PLATE
REFERENCE
NUMBER
SHEET
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SITE LAYOUT PLAN
A-1
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SPEECE CONES
PAD ELEV. 15.35
SHEET PILING
INTAKE STRUCTURE
SLAB EL. 16.60
ELECTRICAL
CONTROL BUILDING
F.F.E. 24.00
OXYGEN
GENERATION
EQUIPMENT
ELEV. 24.00
FISH RETURN
TROUGH
100'0 50'
SCALE:1"=50'
N
RELOCATED
ACCESS ROAD
100 YR FLOOD
ELEV. 15.43
100 YR FLOOD
ELEV. 15.43
PARKING,
MATERIAL
LAY-DOWN &
FIELD OFFICE
EQUIPMENT
ACCESS
DREDGED INTAKE
CHANNEL
NOTE:
VERTICAL DATUM: MLLW 1983-2001 EPOCH
GA POWER-PROVIDED
PAD-MOUNTED UTILITY
SWITCH GEAR - SEE
DE101 - ELEV. 24.00
M A T C H L I N E - S E E S H E E T D C 1 0 2
RETAINING WALL
± 7.5' HIGH
RETAINING WALL
± 7.5' HIGH
DISCHARGE PIPE
GA POWER-PROVIDED
PAD-MOUNTED UTILITY
TRANSFORMERS - SEE
DE101 - ELEV. 24.00
DC104
A1
EDGE OF
WETLAND
PARTIAL SITE
LOCATION PLAN
REMOVABLE BOLLARDS
(TYP. 15 EA.)
CONDENSING
UNIT SLAB
CONCRETE
STOOP
TRASH RAKE
TRACK
DC502
B2
TRASH
DUMPSTER
10'-0"x10'-0"x6'-0" DEEP
PRECAST PINCH VALVE
VAULT
SEE A4/DC502
CONCRETE SLAB
EU
x
E x
TREE LINE/BUSH LINE
EXISTING CONTOUR
EXIST. OVERHEAD ELECTRIC LINE
EXIST. UNDERGROUND ELECTRIC
EXISTING POWER POLE
LEGEND
BORE HOLE (BH)
AGGREGATE SURFACING
WETLAND
X X
SECURITY FENCE - SEE DC503
HANDRAIL - SEE STRUCTURAL
PROPOSED BOLLARD
EU
PROPOSED UNDERGROUND ELECTRIC LINE
E
PROPOSED OVERHEAD ELECTRIC LINE
AIR RELIEF VALVEA.R.V.
PROPOSED REMOVABLE BOLLARD
PROPOSED POWER POLE (APPROX. LOCATION
- VERIFY BEFORE INSTALLATION)
A.R.V.
FUTURE
TRANSFORMER
SEE DE101
NEW POWER POLES,
OVERHEAD ELECTRIC LINE AND
UNDERGROUND ELECTRIC LINE
PROVIDED BY GEORGIA
POWER - SEE DE101
BOLLARDS
(TYP. 37 EA.)
DC502
B4
J A
N
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J L
SEE VOLUME 3 DOWN RIVER
ACCESS ROAD PLANS FOR ACCESS
ROADWAY CONSTRUCTION LIMITS.
COORDINATE TIE-IN TO VOLUME 3
WORK.
CONC. SLAB -
SEE DS100
F E
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AVERAGE WIDTH 3'-0"
2'-0"
2'-0"
6"
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C2
SCALE: 3/8"=1'-0"
ENHANCED SWALE #1
C3
SCALE: 3/8"=1'-0"
ENHANCED SWALE #2
GRAVEL BASE, 12" MINIMUM
THICKNESS
7" STEEL PIPE CASING
FINISH GRADE
60"
36"
24"
1"
6" STEEL BOLLARD
1"Ø LIFTING HOLE
EACH SIDE
12"
YELLOW HDPE
BOLLARD COVER
LABELED "REMOVABLE"
12" Ø MIN.
3'-0"
24"
12"
6" Ø STEEL PIPE
FILLED WITH
CONCRETE
B4
SCALE: N.T.S.
PIPE BOLLARD
YELLOW HDPE
BOLLARD COVER
B2
SCALE: N.T.S.
REMOVABLE PIPE BOLLARD
STEEL PIPE SPECIFICATIONS
ASTM A-53 STEEL, SCHEDULE 80, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
6-INCH STEEL PIPE O.D. = 6.625" I.D. = 5.671 THICKNESS = 0.432
ASTM A-53 STEEL, STANDARD, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
7-INCH STEEL PIPE O.D. = 7.625" I.D. = 7.023" THICKNESS = 0.301"
STEEL PIPE SPECIFICATIONS
ASTM A-53 STEEL, SCHEDULE 80, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
6-INCH STEEL PIPE O.D. = 6.625" I.D. = 5.671 THICKNESS = 0.432
14" Ø MIN.
M I N
P
I
P
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I
A
6" COMPACTED
BEDDING
MATERIAL
FINAL BACKFILL
COMPACTED INITIAL
BACKFILL IN HAUNCH
ZONE TO PIPE
SPRINGLINE
(CENTERLINE)
FINISH GRADE
D5
SCALE: N.T.S.
TRENCH DETAIL FOR
BURIED PIPE
NOTE: BEDDING AND INITIAL BACKFILL SHALL
CONSIST OF FINE GRANULAR SOIL AS
SPECIFIED IN SECTION 31 00 00.
6" MIN.
SLEEVES TO RECEIVE 1-1/2" O.D.
RAILING POSTS - SEE B1/DS512
FOR RAILING DETAILS. SLEEVE
DESIGN TO BE DETERMINED BY
PRECAST MANUFACTURER.
10'-0"
10'-0" 8"
PIPE OPENING
BOTH SIDES FOR
30" PIPE - PROVIDE
ADEQUATE
CLEARANCE ON
ALL SIDES.
OPEN BOTTOM
6'-0"
A4
SCALE: N.T.S.
PRECAST OPEN BOTTOM PINCH VALVE VAULT
12'-4"x12'-4"x9" THICK
4000 PSI CONCRETE
CAST-IN-PLACE SLAB
REINFORCED WITH #4
BARS, 12" O.C. EACH
WAY
PRECAST 5000 PSI CONCRETE
VAULT, MINIMUM STRENGTH, 28
DAYS. REINFORCING STEEL: ASTM
A-615, GRADE 60. BAR SIZE,
SPACING, ORIENTATION TO BE
DETERMINED BY PRECAST
MANUFACTURER
9" THICK CAST-IN-PLACE
CONCRETE SLAB
12'-4"
12'-4"
8"
J A
N
M
J L
6" WIDE x 6" HIGH 4000 PSI
RETAINING CURB TO BE CAST
IN PLACE AFTER PLACEMENT
OF PRECAST VALVE VAULT.
9" THICK CAST-IN-PLACE
CONCRETE SLAB
6" WIDE x 6" HIGH 4000 PSI
CONCRETE RETAINING CURB TO BE
CAST IN PLACE AFTER PLACEMENT
OF PRECAST VALVE VAULT.
7"x7" #3 REBAR HOOKS, 18" O.C.
CAST IN BOTTOM SLAB, EXTEND TO
3" ABOVE BOTTOM SLAB.
7"x7" #3 REBAR ANCHORS, 18" O.C.
CAST IN BOTTOM SLAB, EXTEND TO
3" ABOVE BOTTOM SLAB.
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D S d w g
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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 & 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 (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
J A
N
B
E C
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
F E
B
B
C
A
B
D E
S C
R I P
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A
SAVANNAH
S Y
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REFERENCE
NUMBER
SHEET
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T R
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F I L
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S U
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I T
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D W
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C K
D
B
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D E
S I G
N E
D
B
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D A
T E
S O
L I C
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$$SYSTIME$$
$$DGNSPEC$$
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
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
D O
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
DS100
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
D 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
SCALE: 1/4" = 1'-0"
INTAKE STRUCTURE - FOUNDATION PLAN
A1
72'-4"
11'-6" 7'-0" 8'-6"2'-0"
4'-0"
1'-6"
6"
1'-6"
3'-0"x4'-0"x1'-0" DEEP
SUMP PIT
A1
DS301
A1
DS303
A1
DS302
A1
DS300
H
P x
T
Y
P
T Y
P
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM. TOP OF
SLAB ELEVATION VARIES U.N.O., REFERENCE DS300
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
-70'-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., REFERENCE THE PROJECT
SPECIFICATIONS AND GEOTECHNICAL REPORT.
6. REFERENCE DS140 FOR ADDITIONAL INFORMATION ON
SHEET PILES.
7. WITHDRAWAL OF INSTALLED PILE AND/OR SHEET PILES
IS NOT PERMITTED. THE ENGINEER OF RECORD SHALL
BE CONTACTED IF PILE AND/OR SHEET PILE
RECOVERY IS REQUIRED.
8. FOR STANDARD CONC. DETAILS, REFERENCE
DRAWING DS500.
SLAB RECESS
AT STOP GATE
(TYP.)
SLAB RECESS
AT STOP GATE
(TYP.)
6 @ 5'-6" = 33'-0" 4 @ 6'-0" =24'-0"
5'-0"
1'-6"
1'-6"
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
3'-0"x4'-0"x1'-0"
DEEP
SUMP PIT
T Y
P
T Y
P
T Y
P
T Y
P
T Y
P
2'-6"
5'-4"
6'-3"
T Y
P
A4
DS503
A4
DS503
SIM.
C4
DS503
C5
DS503
FIXED LADDER TO DECK, TYP.
REFERENCE C1/DS511
FIXED LADDER TO
DECK, TYP.
REFERENCE
A3/DS511
1'-6" 1'-11" 10'-5
2" 1'-11"
TYP.
OPP. HAND
TYP.
OPP. HAND
TYP.
B4
DS503
B4
DS503
SIM.
TYP.
OPP. HAND
C1
DS503
OPP. HAND
T
Y P
1'-9
2"
24'-4"
1'-6" 1'-6"
TYP.
2'-8"
13'-6"13'-11"6'-8"
3'-3"
C O
O R w
P
R O
C E
P
I N
G
6'-0"x26'-3"x3'-0" THK
HOUSEKEEPING SLAB
REINF. w/ #4 @ 12" EA. WAY
BOTT. OR EQUIVALENT W.W.F.
TYP.
T
O
J A
N
B
E C
F E
B
B
E C
MATCHLINE
REF. DS131
A1
DS-300
1/4" = 1'-0"
INTAKE STRUCTURE - DECK PLAN
A1
BAR SCREEN
ASSEMBLY (TYP.)
1'-6"1'-6"
I N
T A
A
N N
N
T A
A
N N
N
T A
A
N N
70'-4"
11'-6" 8'-6"
4'-3" 2'-0" 8'-0"
1'-6"
1'-6"
1'-6"
1'-6" 3'-0" 2'-6"
1'-6"
I N
T A
A
N N
A1
DS303
A1
DS301
A1
DS302
FISH TROUGH TO
RIVER, COORD. W/
MECH/PROCESS DWGS
4'-0" 5'-6"
2'-0" 1'-6"
OPN'G @
PUMP
ASSEMBLY,
OPN'G AT DUAL
FLOW SCREEN
TRASH RAKE
SUPPORT (TYP.)
SUPPORT @
CRANE #1
STOP GATE
ASSEMBLY
SET #1
D
C
A
B
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NUMBER
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F I L
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N
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S U
B M
I T
T E
D
B
Y
D W
N
B
Y
C K
D
B
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D E
S I G
N E
D
B
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D A
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S O
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C O
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$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
D G
N S
P E
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S Y
S T
I M
E
U S
E R
N A
M E
S A
V A
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V
O
X Y
G E
N A
T I O
N
P
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C T
D O
V
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T A
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U C
T U
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A
N
DS101
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
D 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
PIPE RACK SUPPORT,
TYP., REF. DS103 FOR
LOCATIONS
3'-0" 2'-0"
3'-0" 2'-0"
3'-0" 2'-0"
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
3'-0" 2'-0"
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPN'G @
PUMP
ASSEMBLY,
OPN'G @
PUMP
ASSEMBLY,
OPN'G @
PUMP
ASSEMBLY,
OPN'G
(PUMP)
(SEE NOTE 3)
OPN'G AT DUAL
FLOW SCREEN
OPN'G AT DUAL
FLOW SCREEN
OPN'G AT DUAL
FLOW SCREEN
OPN'G AT
SUMP ACCESS
(SEE NOTE 3)
C PUMP
L
4'-0"
TYP.
3'-0"
3'-0"
3'-0"
SUPPORT @
CRANE #2
STOP GATE
ASSEMBLY
SET #2
6'-8" 7'-0
2" 1'-11"
1'-6 1/2"
CATWALK SUPPORTS,
TYP. REF. DS102
1'-6"
5'-0"
C
P
R
C
P
R
C
P
R
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
B M
B M
BM-1
BM-1
RB-1
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
B M
B M
B M
B M
B M
B M
RB-2C
RB-2A
RB-2B
RB-2C
RB-2B
RB-2C
RB-2A
RB-2B
RB-2A
RB-2
B M
B M
B M
C
P
R
C
P
R
C
P
R
B M
RB-2A
RB-2A
RB-2
C
P
R
C
P
R
B M
B M
B M
C
T
R
C
T
R
C
T
R
C
T
R
B M
C
T
R
B M
B M
B M
B M
RB-1
RB-1
RB-1
R B
R B
R B
R B
C
J
C
C
J
C
B3
DS503
OPP. HAND
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM.
TOP OF SLAB ELEVATION = +16.6'
2. VERIFY REQUIRED CLEAR DIMENSIONS WITH
SUPPLIER OF ACTUAL EQUIPMENT AND
FIXTURES TO BE INSTALLED.
3. 1x
" REMOVABLE GRATING. REF. DETAIL A1 /
DS500 FOR BEARING DETAIL.
4. REFERENCE DS601 FOR COLUMN SIZE, BASE
PLATE AND ANCHOR BOLT INFORMATION.
C
P
R
C
P
R
C
P
R
C
P
R
BM-1A
BM-1A
BM-1A
BM-1A
BM-1A
BM-1A
BM-1A
BM-1A
1'-11"
3'-0"
6'-9"
13'-10"
6'-3" 13'-6" 7'-0"
2'-3" 1'-6" 2'-9"
GUARDRAIL POST.
REF. DS512 FOR MORE INFO.
1'-8"
1'-8"
GUARDRAIL @
ACCESS LADDER
REF. DS511, TYP.
DUAL FLOW SCREEN
DEBRIS TROUGH
TYP.
FOR PILE CAP,
SEE A1/DS100
J A
N
B
E C
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPN'G AT
SUMP ACCESS
(SEE NOTE 3)
OPN'G AT
SUMP ACCESS
(SEE NOTE 3)
OPN'G AT
SUMP ACCESS
(SEE NOTE 3)
OPN'G
(PUMP)
(SEE NOTE 3)
OPN'G
(PUMP)
(SEE NOTE 3)
OPN'G
(PUMP)
(SEE NOTE 3)
OPN'G
(PUMP)
(SEE NOTE 3)
OPN'G
(PUMP)
(SEE NOTE 3)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
OPENING FOR
LADDER
ACCESS
(SEE NOTE 3)
F E
B
B
E C
C
A
B
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NUMBER
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T R
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F I L
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S U
B M
I T
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B
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D W
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B
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C K
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B
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D E
S I G
N E
D
B
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D A
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S O
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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
D O
V
T A
R
U C
T U
A
T W
A L
A
T F
O R
M
F R
A M
I N
G
P
L A
N
DS102
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
D 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 - CATWALK & PLATFORM FRAMING PLAN
A1
W x
C12x20 (HI)
W8x18
W8x18
W8x18
W8x18
W8x18
W x
GALV.
STEEL GRATE
C3
DS512
C3
DS512
FISH TROUGH,
UNDER CATWALK
W24x84 (HI)
W24x84 (HI)
W24x84(HI)
W24x68 (HI)
HSS7x7x5/16 (KICKER LOW)
T/PLATFORM
+18.6'
T/CATWALK
+21.6'
W24x68 (HI)
HSS7x7x5/16 (KICKER LOW)
HSS7x7x5/16 (KICKER LOW)
HSS7x7x5/16 (KICKER LOW)
HSS7x7x5/16 (KICKER LOW)
W x
W x
W x
W x
W x
W x
W x
W x
STOP GATE
ASSEMBLY
SET #1
STOP GATE
ASSEMBLY
SET #2
STOP GATE
STORAGE
RACK
W x
W x
STAIR
SUPPORT @
CRANE #2
REF. C1/DS304
FOR CRANE REACH
73'-10"
GALV.
STEEL
GRATE
D1
DS512
B4
DS304
2'-0"6'-6"6'-0"
16'-6"
1'-6" 7'-6"
GALV.
STEEL GRATE
A1
DS304
GUARDRAIL TYP. ALL
SIDES OF CATWALK, STEPS,
AND PLATFORM, REFERENCE
DS512
LADDER
REF: DS511
LADDER
REF: DS511
C12x20(HI)
C12x20 (HI)
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
W x
C x
H
I
C x
H
I
C x
H
I
C x
H
I
C12x20 (HI)
C12x20 (HI)
STOP GATE
STORAGE
RACK
W x
W x
W x
W x
SIM.
6'-5"12'-1"
9'-7"
2'-7"
6'-0"
11 EQUAL SPACES GUARDRAIL POST @ 4'-0" EA. = 44'-0"
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM.
TOP OF PLATFORM VARIES, SEE PLAN.
2. REFERENCE DS512 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.
E
Q U
A
C E
A
C E
E
Q U
A
C E
E
A
SEE B1/DS512
GUARDRAIL, REF.
B1/DS512, TYP.
GUARDRAIL, REF.
B1/DS512, TYP.
3'-0"
SUPPORT @
CRANE #1
REF. D1/DS304
FOR CRANE REACH
1'-0"
SIGN SUPPORT,
SEE A3/DS514
1'-0"
SIGN SUPPORT,
SEE A3/DS514
ANGLE KICKER REQ'D
REF NOTE 1 B4/US304
ANGLE KICKER REQ'D
REF NOTE 1 B4/US304
6" 6"
W8x18
W8x18
W8x18
W8x18
ANGLE KICKER REQ'D
REF NOTE 1 B4/US304
W x
L
O W
W x
L
O W
W x
L
O W
W x
L
O W
J A
N
B
E C
F E
B
B
E C
B
B
A
A
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
D O
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
DS103
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
D 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 - PIPE RACK FRAMING PLAN
A1
PIPING REF.
PROCESS DRAWINGS
SUPPLY PIPING TO
SPEECE CONES
W x
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W18x40
W14x61
W14x61
W14x61
W14x61
W14x61
W21x50
W14x61
T.O.S. = +40'-6"
T.O.S. = +35'-0"
RETAINING WALL @
ELECTRICAL BUILDING
W18x40
W14x61
6'-6"8'-6"
7'-0"
13'-6"
9"
D3
DS304
C3
DS304
C4
DS304
GUARDRAIL
REF. DS102
PIPING REF.
PROCESS DRAWINGS
17'-0"
T O
S
W x
T O
S
W x
T O
S
W x
W x
T O
S
W x
L
O W
T
O
S
W x
H
I
T
O
S
W x
L
O W
T
O
S
W x
H
I
T
O
S
W x
L
O W
T
O
S
W x
H
I
T
O
S
W x
L
O W
T
O
S
W x
H
I
T
O
S
T O
S
W x
T O
S
W x
T O
S
W x
T O
S
W x
T O
S
W x
T O
S
W18x40
T.O.S. = +38'-8"
W18x40
T.O.S. = +38'-8"
W18x40
T.O.S. = +38'-8"
W21x50
T.O.S. = +40'-6"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
W18x40
W18x40
W18x40
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
T.O.S. = +35'-0"
W x
D3
DS304
D4
DS304
B3
DS304
0.5T
HOIST BEAM FOR
SUMP PUMP (TYP.)
AT (8) LOCATIONS
SEE NOTE 5
W24x68
MOMENT
CONNECTION
BEAM SIZE
COLUMN
C=1
CAMBER (INCHES)
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM.
2. REFERENCE DS101 FOR COLUMN SIZE
3.
4. U.N.O. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.
W x
W x
W x
W x
W x
W x
W x
J A
N
B
E C
W x
T O
S
W18x40
T.O.S. = +35'-0" W x
W x
T O
S
W x
N
T
B
E L
W x
N
T
B
E L
W x
N
T
B
E L
W x
N
T
B
E L
T O
S
F E
B
B
E C
5. CONNECT LOWER BEAM TO UPPER FLANGES w/ 2-
" DIA.
BOLTS @ 2'-0".
A B C D EA.8 B.1 C.1 D.2 E.4B.9 C.9 E.2
D
E
E
I
R
P
1'-3"
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
D O
V
E R
S P
E E
N
A
Y O
A
N
DS130
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
D 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"
SPEECE CONE LAYOUT PLAN
A1
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM , TOP OF SLAB
ELEVATION +15.35', TOP OF HOUSEKEEPING SLAB AT
SPEECE CONE ELEVATION +16.6'.
2. INDICATES LOCATION OF COLUMN.
3. REFERENCE DS601 FOR COLUMN SIZE, BASE PLATE AND
ANCHOR BOLT INFORMATION.
PROFILE OF DISCHARGE PIPING (LOW)
PROFILE OF DISCHARGE PIPING (LOW)
REFERENCE PROCESS DRAWINGS
FOR LAYOUT AND SADDLE SUPPORT
LOCATIONS, REFERENCE B1/DS510
FOR PIPE SUPPORT DETAIL.
PROFILE OF DISCHARGE PIPING (LOW)
B4
DS501
DS501
B4
12' NOMINAL DIAMETER SPEECE CONE
REF. PROCESS DRAWINGS
C E
N T
E R
L I N
E
O
F
S
P E
E C
E
C
O N
E
T
Y P
CENTERLINE OF SPEECE CONE
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
C
S
C
A2
DS500
C
X
97'-0"
16'-0" 16'-0" 13'-6" 32'-4"
63'-6
2"
16'-0"
20'-10" 17'-0" 17'-0" 17'-0"
2'-0" 1'-2"
31'-5
2"
PROFILE OF SUPPLY PIPING HIGH)
CENTERLINE OF SUPPLY PIPE
(REFERENCE PROCESS DRAWINGS)
WORK POINT #14:
REFERENCE CIVIL
SHEET DC1O4
11'-10" 67'-8"
INDICATES FIXED STAINLESS STEEL
LADDER WITH HARNESSED FALL
SYSTEM (TYP. OF 5). REFERENCE
A1/DS511
WORK POINT #7 (OUTSIDE FACE
OF INTAKE STRUCTURE CONC.
AT FOUNDATION LEVEL):
REFERENCE CIVIL SHEET DC1O4
7'-3"
FIXED STAINLESS STEEL
LADDER WITH HARNESSED
FALL PROTECTION (TYP. OF 5)
REFERENCE A1/DS511
C.J.
C
P
R
F E
B
B
E C
4'-0"
M A
T C
H L
I N
E
S E
E
D
S
5'-2"
(8) HP10x42 @ 10'-0" = 80'-0"
H
P x
1'-0"
8'-4" 2'-6"
16'-0" 16'-0" 13'-6" 32'-4"
65'-6
2"
16'-0"
20'-10" 17'-0" 17'-0" 17'-0"
31'-5
2"
67'-8"11'-10"
97'-0"
16'-0" 16'-0" 13'-6" 32'-4"
65'-6
2"
16'-0"
20'-10" 17'-0" 17'-0" 17'-0"
2'-0" 1'-2"
31'-5
2"
9'-5"9'-5"9'-5"
7'-1" 3'-9"
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
D O
V
E R
S P
E E
N
O
U N
D A
T I O
N
P
L A
N
DS131
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
D 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"
SPEECE CONES - FOUNDATION PLAN
A1
B4
DS501
DS501
B4
NOTES:
1. REFERENCE DC001 FOR VERTICAL
DATUM, TOP OF SLAB ELEVATION +15.35',
TOP OF HOUSEKEEPING SLAB AT SPEECE
CONES ELEVATION +16.6'.
2. REFERENCE DS100 FOR ADDITIONAL
FOUNDATION INFORMATION.
3. INDICATES LOCATION OF HP 10X42
PILES, MINIMUM TIP ELEVATION SHALL BE
-60'-0", PILES SHALL BE DRIVEN BELOW
MINIMUM TIP ELEVATION UNTIL AN
ALLOWABLE COMPRESSIVE CAPACITY OF
50 TONS IS ACHIEVED.
4. INDICATES STEP IN WALL.
5. IF REQUIRED REINFORCING BAR LENGTH
REQUIRES LAPPING, NO MORE THAN 2
LAPS (3 BARS IN SET) SHALL BE USED. ALL
LAPS SHALL BE CLASS "B" AND
STAGGERED BETWEEN BARS BY A
MINIMUM OF 10'-0" THUS:
6. "TP" INDICATES LOCATION OF TENSION
PILE. REF. A1/DS503 FOR ADDITIONAL
INFORMATION.
7. FOR STANDARD CONCRETE DETAILS, REF.
DS500.
H
P x
M
X
C
T
Y
P
15" HIGH CONC.
EQUIPMENT PAD
AT SPEECE CONES
2'-0" CONC. SLAB REINF. W/ #7@12" O.C. (TOP &
BOTTOM EACH WAY). STAGGER ALL BAR LAPS
BY 10'-0". ALL LAPS SHALL BE CLASS "B".
PROFILE OF
SPEECE CONE
BEYOND
WORK POINT #14:
REFERENCE CIVIL
SHEET DC104
C OF SPEECE
CONES
L
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
CENTERLINE OF
PILES UNDER
WALL
10'-0"
CLASS "B" (TYP.)
C OF PILE
L
PERMISSABLE TOP BAR LAP SPLICE LOCATION
DIAGRAM
C OF PILE
L
PERMISSABLE BOTTOM BAR LAP SPLICE LOCATION
DIAGRAM
B1
DS503
A1
DS503
T/WALL RETAINING WALL
= +24'-0"
J A
N
B
E C
F E
B
B
E C
M A
T C
H L
I N
E
S E
E
D
S
HOUSEKEEPING SLAB
SEE DS100
4'-0"x7'-6"x3'-0" THK FTG. w/ #7 @12" EA.
WAY TOP & BOTT.
T/FTG = +16'-6"
C.J.
RETAINING WALL BELOW
3'-0"
5'-5
2"
E
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
D O
V
E R
S P
E E
N
R
A M
I N
G
P
L A
N
DS132
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
D 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"
SPEECE CONE FRAMING PLAN
A1
NOTES:
1. REFERENCE DC001 FOR VERTICAL DATUM .
2. REFERENCE DS130 FOR COLUMN SIZE
3.
4. INDICATES LOCATION OF BRACE FRAME. REFERENCE
DS330 FOR ADDITIONAL INFORMATION.
5. TOP OF STEEL +40'-6" TYP.
6. REFERENCE DS512 FOR HANDRAIL INFORMATION.
PROFILE OF SUPPLY PIPING (HIGH)
(REFERENCE PROCESS DRAWINGS)
PROFILE OF MAT SLAB BELOW
W21x50
MOMENT
CONNECTION
BEAM SIZE
COLUMN
C=1
CAMBER (INCHES)
W x
W x
W x
H
I G
H
T
O
S
W x
L
O W
T
O
S
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
T.O.S.
+40'-6"
T.O.S.
+40'-6"
BRACE FRAME #1
BRACE FRAME #1
BRACE FRAME #2
BRACE FRAME #2
B R
A C
E
F
R A
B R
A C
E
F
R A
W x
CENTERLINE
OF SPEECE CONE
W16x40
W16x40
W21x50 W21x50
W16x40
W16x40
W21x50
W21x50
W x
W x
W x
STEEL GRATING
(TYP)
OUTLINE OF PLATFORM
W x
W x
W x
W x
W x
W x
1-1/2x
STEEL GRATING
(TYP)
OUTLINE OF GUARDRAIL
SEE NOTE 6
C4
DS330
D
D
S
B3
DS510
T
Y
A
N
T
I
L
E
V
E
R
B
D
S
T
Y
P
D1
DS510
TYP.
B
D
S
A2
DS510 TYP.
C1
DS330
SIM. ON LINE 1
C4
DS330
FIXED STAINLESS STEEL
LADDER WITH HARNESSED
FALL PROTECTION (TYP. OF 5)
REFERENCE A1/DS511
WORK POINT #14:
REFERENCE CIVIL SHEET DC104
W x
W x
W x
W x
W x
W x
W x
W x
W x
10'-0"
12'-1
4" 4'-3" 12'-9" 4'-3" 12'-9" 4'-3"
6'-0" 6'-0"10'-0" 10'-0" 6'-0" 6'-0"
T
Y
P
4'-3" 12'-9"
T
Y
P
T
Y
P
T
Y
P
T
Y
P
T
Y
P
4'-6"
4" 1'-4
4" 1'-10
4"
2'-4
4" 1'-7
4"
W x
W x
OUTLINE OF PLATFORM
D
D
S
T
Y
A
N
T
I
L
E
V
E
R
F E
B
B
E C
M A
T C
H L
I N
E
S E
E
D
S
W21x50
T.O.S. = 35'-0"
W21x50
T.O.S. = 35'-0"
W21x50
W x
T O
S
10'-9"
0'-10"
2'-2
2"
9'-11"
G
R
A
T
E
S
P
A
N
G
R
A
T
E
S
P
A
N
G
R
A
T
E
S
P
A
N
G R
A T
E
S P
A N
W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 W12x40
1 1
B
C D E
43.7
2.9
A B
C E D
1.3
STOP GATE RACK
STOP GATE RACK
1.3
3.7
2.9
A B
CDE
B C D
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
D O
V
E R
I N
T A
R
U C
T U
I P
E
R
A C
K
A
N D
P L
A T
F O
A
M I N
G
DS304
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
D 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"
PIPE RACK FRAMING
D3
1/4"=1'-0"
PIPE RACK FRAMING
D4
T/DECK SLAB
REF. DS101
T.O.S.
REF. DS103
T/DECK SLAB
REF: DS101
1/4"=1'-0"
PIPE RACK FRAMING
C3
T/STEEL
REF: DS103
C3
DS510
A1
DS601
TYP.
T/STEEL
REF: DS103
DS601
TYP.
A2
DS510
T/DECK SLAB
REF. DS101
T/CATWALK
REF. DS102
1/4"=1'-0"
STOP GATE PLATFORM FRAMING
B4
C3
DS512
L x
L x x
L x
L x x
L x
L x
NOTES:
1. ALL CONNECTIONS SHALL BE DESIGNED UNDER THE
DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF GEORGIA.
2. FORCES INDICATED ON BRACE ELEVATIONS ARE
ULTIMATE LOADS PER THE LOAD CASES IN THE
INTERNATIONAL BUILDING CODE, EDITION 2012.
3. (+) INDICATES TENSION FORCE IN KIPS; (-) INDICATES
COMPRESSION FORCE IN KIPS.
4. CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE
FORCES INDICATED ON THE BRACE ELEVATIONS.
5. FORCES AND MEMBERS ARE SYMMETRICAL ABOUT
CENTERLINES.
6. SEE PLAN FOR COLUMN ORIENTATION.
7. SEE DS601 FOR COLUMN SIZE AND BASE PLATE/ANCHOR
BOLT SCHEDULE.
8. REFERENCE STRUCTURAL STEEL NOTE 9.0 ON DS001 FOR
BEAM COLUMN CONNECTION DESIGN
C3
DS510
P
S
P
S
C3
DS512
NOTE 1
NOTES:
1. PROVIDE BRACE AT
CANTILEVER CAT WALK
EDGE. REF. DS102 FOR
LOCATION
L x x
L x x
NOTE 1
W-BEAM, REF. PLAN FOR
LOCATION, REF. DS510
FOR CONNX. INFO.
RC WALL AT INTAKE
T/DECK SLAB
+16.6'
T/CATWALK
+21.6'
CATWALK FRAME REF:
DS512(SIM) FOR ADD'L
INFO.
1/4"=1'-0"
STOP GATE STORAGE FRAMING
A1
HSS 7x7x5/16
KICKER
BEARING PLATE
REF: A5/DS510
STOP GATE RACK
DS510
DS510
DS510
C
L R
A
T
C
R A
5 TON JIB
CRANE
17'-0" MAX. RADIUS
12'-0"
1/8"=1'-0"
SECTION AT JIB-CRANE #1
D1
T/DECK SLAB
SEE PLAN
T/PLATFORM
SEE PLAN
A3
A1
A5
A2
DS510
A1
W21, W14:
SEE PLAN
W21
W21
W21
W18 W18 W18
A2
DS510
W21
A2
DS510
W21
C
L R
A
T
C
R A
12'-0"
T/DECK SLAB
SEE PLAN
T/PLATFORM
SEE PLAN
1/8"=1'-0"
SECTION AT JIB-CRANE #2
C1
16'-6"
HSS 4x4x5/16
BRACE
HSS 5x5x5/16
BRACE
5 TON JIB
CRANE
17'-0" MAX. RADIUS
W18
T/DECK SLAB
REF: DS101
T/STEEL
REF: DS103
A2
DS510
A1
DS601
TYP.
T/STEEL
REF: DS103
W14
W18
T/STEEL
REF: DS103
W18
NOTE 7
(TYP.)
NOTE 7
(TYP.)
L x x
L x x
L x
P
S
P
S
W21
W18
15'-0"
2'-0" 6'-0" 6'-6"
1/4"=1'-0"
PIPE RACK FRAMING
C4
DS601
TYP.
A1
W18 W18 W18
A2
DS510
A2
DS510
W18
NOTE 7
(TYP.)
NOTE 7
(TYP.)
NOTE 7
(TYP.)
A2
DS510
T/DECK SLAB
REF. DS101
T.O.S.
REF. DS103
W18 W18
A2
DS510
T/DECK SLAB
REF. DS101
T.O.S.
REF. DS103
1/4"=1'-0"
PIPE RACK FRAMING
B3
3'-0"
RECESS FOR STOP
GATE BEYOND
PROTECTIVE NET
REF: CIVIL
A2
DS510
T.O.S.
REF. DS103
LINE 3.7
ONLY
(TYP)
LINE A,E LINE B,C,D
LINE 3.7, 4 SIM.
LINE 3
LINE 5
6" 6"
J A
N
B
E C
1 1
W21
(TO SPEECE CONE)
W18
F E
B
B
E C
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
DETAIL: 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
SECTION EXT. GRADE BEAM @ ELEC.
A3
SCALE: NTS
SECTION INT. GRADE BEAM @ ELEC.
A4
SCALE: NTS
NOT USED
A5
R E
F
P
L A
N
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.
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
D O
V
E R
C O
N C
R E
T
A I L
S
S H
E E
DS500
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
D 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 DS001 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)
NOTES:
1. REF. DD105 FOR PLAN LOCATIONS. REF.
C4/UD503 FOR SLEEVE SIZE.
#4 @ 12"
4'-0"
1'-4"
SCHED.
REINF. REF.
DS600
SLAB TURN DOWN
REF.D4/DS500
HP PILE
REF. PLAN
SCHED.TIES
REF.DS600
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.
DS600
SLAB TURN DOWN
REF.D4/DS500
HP PILE
REF. PLAN
SCHED.TIES
REF.DS600
1'-4" 1'-4"
REF. DS600 FOR BM
SIZE & REINF.
REF. DS600 FOR BM
SIZE & REINF.
T
T/3
T
M
I N
J A
N
B
E C
F E
B
B
E
C1
DS601
A-A
DS503
B
C
E
D
A
3'-0" 2'-6"
3'-0" 2'-6"
C
E
3"
B
D
A
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
D O
V
E R
C O
N C
R E
T
A I L
S
S H
E E
DS503
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
D 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
HP PILES REFERENCE PLAN
#8 DWL. (TYP.)
4"
SEE PLAN FOR
T/ FOUNDATION. ELEV.
REF. DS601
AISC MIN.
ANCHOR RODS
SECTION A-A
SCALE: NTS
H-PILE CAP DETAIL
A1
4-#4 x CONT.
#4 DOWELS @ 12" EMBED 4" w/
ADHESIVE POST HARDENED
ATTACHMENT
1'-4"
1'-0"
4"
2"
#4 @ 12"
WALL OF INTAKE
STRUCTURE
1/4" HOT DIPPED GALVANIZED
BENT PLATE w/ 4-3/4" DIA.x6"
HEADED STUDS @ 12"
1'-11"
T
Y P
4"
SCHEDULED REINF.
REF. DS502
3" CLR. (TYP.)
SCALE 3/4" = 1'-0"
PLAN: CONC. BLOCKOUT AT STOP GATE
A4
1'-0" 1'-0" 1'-0" 1'-0"
(TYP.)
SCALE: NTS
PLAN AT CONC. WALL CHAMFER
C5
BASE PLATE -
REF. DS601
SCHEDULED COL.
SCALE: NTS
PLAN AT CONC. WALL CHAMFER.
C4
SCALE 3/4" = 1'-0"
RC BEAM AT DEBRIS TROUGH
C3
SCALE 3/4" = 1'-0"
PLAN: CONC. BLOCKOUT AT STOP GATE
B4
SCHEDULED REINF.
REF.DS502
C L
B
L O
C K
O U
T
3'-0"
#4 TIES @ 9"
C L
B
L O
C K
O U
T
3" CLR. (TYP.)
1/4" HOT DIPPED GALVANIZED
BENT PLATE w/ 4-3/4" DIA.x6"
HEADED STUDS @ 12"
1'-11" 3'-0"
#4 TIES @ 9"
SCHEDULED REINF.
REF. DS502
SCHEDULED
REINF.
REF. DS502
#3 TIES @ 12"
#3 TIES @ 12"
STD. 90
DEG. HK.
M A
X
BOTT/BEAM
T/DECK
+16.6'
SCHED BEAM
2#8
SCHED. BARS
7#4
2#8 AT EA. STEM
TIES. REF. SCHED.
ON DS602
#3 HAIRPIN
@ 12"
#3 HAIRPIN
@ 12"
SLOPE
CHANNEL
AT 1/8"/FT
#3 TIES @ 12"
STD. 90
DEG. HK.
BASE OF
INTAKE STRUCTURE
SCALE: NTS
DETAIL AT CONC. CHAMFER
A3
SCALE: NTS
RC BM AT DUAL-FLOW SCREEN
B3
SCHED. BM TIES
REF. DS600
4#8 TOP/BOTT. w/
90 DEG. HK. EA. END
SCHED. CONT. "L" BARS
TIES AT CHAMFER
REF C4/C5/DS503
PARTIAL PLAN AT BM REINF.
B2
SLAB EDGE DETAIL
3/4" = 1'-0"
T/SLAB
REF. PLAN
HP TENSION
EXTERIOR PILE
HP PILE REF.
FOUNDATION PLAN
HP PILE REF.
FOUNDATION PLAN
B-B
DS503
SECTION B-B
#3 TIES @ 12"
C
L R
SCALE 3/4" = 1'-0"
SLAB BLOCK-OUT AT STOP GATE
D4
1'-11" RECESS
M
I N
C L
R
SCHEDULED REINF.
REF. DS300 THRU DS303
SCHEDULED REINF.
REF. DS300 THRU DS303
HP14 REF DS100
CONC WALL BEYOND
STD. 90
DEG. HK.
CLASS "B" LAPCLASS "B" LAP
SCALE 3/4" = 1'-0"
SUMP DETAIL
C1
4'-0" SUMP
M
I N
SCHEDULED REINF.
REF. DS300 THRU DS303
SCHEDULED REINF.
REF. DS300 THRU DS303
HP14 REF DS100
6#5
CONC WALL BEYOND
CONC CHAMFER BEYOND
6'-0"
STD. 90
DEG. HK.
CONC SLAB BEYOND
NOTE: WALL REINF. NOT
SHOWN FOR CLARITY
#8 DWL. (TYP.) AT TENSION PILES ONLY.
REFERENCE FOUNDATION PLAN FOR LOCATION
C L
R
C L
R
U.N.O.
GRATING,
REF A1/DS500
F E
B
B
E C
2"
D3
DS504
C2
DS504
DS504
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
D O
V
E R
C O
N C
R E
T
A I L
S
S H
E E
DS504
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
D 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. DS101
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 AT TOP BAR-SCREEN SUPPT.
D5
SCALE 3/4" = 1'-0"
SECTION: BAR-SCREEN ASSEMBLY
C2
DS504
C1
DS504
D4
DS504
D5
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
SCALE 3/4" = 1'-0"
SECTION: SIDE BAR SCREEN SUPPT.
D4
SCALE 3/4" = 1'-0"
SECTION: SIDE BAR SCREEN SUPPT.
D3
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
BAR-SCREEN BY
BAR SCREEN
SUPPLIER
5/16" THK PLATE
(4)-7/8" DIA. HEADED
STUD EMBEDDED 10"
1/4" THK. STIFF. PLATE
1" MIN. NON-SHRINK
GROUT
CHANNEL CONNX. BY
BAR SCREEN
SUPPLIER
SCALE 3/4" = 1'-0"
DETAIL: BAR SCREEN SUPPORT AT WALL
C3
T/DECK @ INTAKE
REF. DS101
HSS6x6x1/4
L 6x6x
ERECTION
ANGLE
(OPTIONAL)
1/4
9"
1/4
3 SIDES
T/DECK @ INTAKE
REF. DS101
1/4
1/4
L 6x6x
ERECTION
ANGLE
(OPTIONAL)
6"x1'-0"x
" THK BENT PLATE
W/ (5)
" DIA. HEADED STUDS
EMBEDDED 4" MIN.
HSS6x6x1/4
9"x1'-0"x
" THK
BENT PLATE
2" 2" 2"
SCALE 3/4" = 1'-0"
DETAIL: BAR SCREEN SUPPORT AT WALL
C4
C3
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/DS504
8-12
F E
B
B
SCALE: NTS
CONN. AT BRACE FRAME COLUMN
C4
12" x 12" x 1/4"
THK. PLATE
2" NON-SHRINK GROUT
1/2" COVER PLATE
W6x25
SPACED 10'-0"
O.C. MAX.
AISC MIN.
W6x25
T/SLAB
REF. US121
T/STEEL
9'-0" ABOVE SLAB
(MAX)
PROCESS PIPING w/ 1/2" DIA.
"U" BOLTS @ 10' MAX.
IN STD. HOLES
1-1/2" MIN.
SS 1/2" DIA. 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
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
D O
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
DS510
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
D 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
3. ANCHOR RODS REF. DS601
1. SEE BRACING ELEVATIONS ON SHEET DS330 FOR "Pu"
2. PROPORTION CONNECTION FOR FORCES PER THE AISC
NOTES:
P WASHERS
L
W.P
SLOTTED THRU P
BY DESIGN
L
P u
P
R O
J
P u
SCALE: NTS
DETAIL AT BRACED FRAME CONN.
C2
FULL DEPTH STIFF
3/8" THK. PLATE EA. SIDE
W.P.
1/2" THK. MIN.
GUSSET PLATE
BY DESIGN
NOTES:
1. SEE BRACING ELEVATION ON SHEET DS330 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
PIPE SUPPORT SECTION
B1
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.
COLUMN REF.
PLAN FOR SIZE
PILE CAP REF.
FOUNDATION PLAN
REF DS601
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"
SCALE: NTS
BEAM SHEAR CONNECTION DETAIL
B3
AT CONTINUOUS COLUMN.
FULL DEPTH
DBL. ANGLES(TYP.)
3/8" THK. PLATE
5/16
USE MAX. NO. OF A325
BOLTS THAT WILL FIT
IN BEAM DEPTH
W-BEAM
ERECTION SEAT
AS REQUIRED
SHOP ATTACHED
DBL. ANGLES 5/16"
THICK MIN. FULL
DEPTH (TYP.)
DESIGN BOLTS
REFERENCE STEEL
NOTE 9 ON DS001
PLATE
DESIGN PLATE
1/2" MIN.
THRU PLATE
1/2…
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