Amendment 13 - Structural Dwgs.pdf

1. CONCRETE CONSTRUCTION AND DETAILING SHALL CONFORM TO THE LATEST EDITION OF ACI 318 OR

ACI 350, AS APPLICABLE, AND ACI 301.

2. CONCRETE MIX DESIGN AND STRENGTH SHALL BE PER THE FOLLOWING TABLE:

CONCRETE:

* WITHIN THE CENTER WALL PRECAST MONOLITHS, NON-MARINE STRUCTURAL CONCRETE SHALL BE

USED AS INFILL WITHIN THE FOLLOWING LIMITS:

MONOLITH B1: BETWEEN ELEVATIONS -31.50 AND -16.50;

MONOLITHS B2-B5: BETWEEN EL. -31.50 AND EL. -5.28;

MONOLITH B6: BETWEEN EL. -27.00 AND EL. -5.28;

MONOLITHS B7 - B9: NON-MARINE STRUCTURAL CONCRETE SHALL NOT BE USED.

WITHIN THE CLOSURE PLACEMENTS BETWEEN CENTER WALL MONOLITHS, ONLY MARINE CONCRETE

SHALL BE USED.

3. EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER OR THE GEOMETRY OF THE EXISTING

ADJACENT CORNERS, UNLESS OTHERWISE NOTED.

4. CONCRETE PLACED IN-THE-DRY SHALL BE MOIST CURED FOR A PERIOD OF 7-DAYS. CURING

SHALL BEGIN IMMEDIATELY AFTER FINISHING CONCRETE PLACEMENT. FOLLOWING THE 7-DAY

MOIST CURE, APPLY AN APPROVED CONCRETE CURING COMPOUND FOR AN ADDITIONAL 14 DAYS.

TOTAL CURING PERIOD SHALL BE 21 DAYS. CONCRETE CAN BE PLACED OVER OR AGAINST

PREVIOUSLY PLACED IN-THE-DRY CONCRETE AT ANY TIME DURING THE INTIAL CURING PERIOD.

5. REVIEW DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE OPENINGS AND EMBEDDED

ITEMS SUCH AS SLEEVES, ANCHORS, INSERTS, CONDUITS, ETC. THAT WILL BE INCORPORATED

INTO THE CONCRETE WORK.

6. THE FABRICATOR IS FULLY RESPONSIBLE FOR THE DESIGN OF THE PRECAST CONCRETE LIFTING DEVICES AND METHODS WHICH SHALL BE IN ACCORDANCE WITH ACI, AISC AND AWS STANDARDS.

7. THE USE OF POWDER-ACTUATED TOOLS ON CONCRETE MEMBERS WILL NOT BE PERMITTED.

8. CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL BE SHOWN ON

THE CONTRACTOR'S CONCRETE LIFT DRAWINGS FOR APPROVAL. CONSTRUCTION JOINTS SHALL

NOT BE PROVIDED WHERE THE STRENGTH OF THE STRUCTURAL MEMBER IS IMPAIRED.

9. CONSTRUCTION JOINTS SHALL BE CLEANED OF SURFACE LAITANCE, INFERIOR CONCRETE,

EXPOSED LOOSE AGGREGATE, CURING COMPOUND AND OTHER FOREIGN MATERIALS BEFORE

PLACING FRESH CONCRETE AGAINST THE SURFACE OF THE JOINT. FOR CONCRETE PLACED IN-

THE-DRY, CONSTRUCTION JOINTS SHALL BE FLUSHED WITH FRESH WATER AND ALLOWED TO

DRY TO A SURFACE DRY CONDITION PRIOR TO PLACING CONCRETE.

10. FINISHED CONCRETE SURFACES ON DECK SHALL POSITIVELY DRAIN TO DRAIN LOCATIONS AS

SHOWN ON THE DRAWINGS WITHOUT PONDING. FLAT SURFACES SHALL BE FINISHED SO THAT

PONDING OF WATER DOES NOT OCCUR. DEFICIENT AREAS WILL BE REJECTED. REWORK SHALL

INCLUDE SAW CUTTING AND MINIMUM REPLACEMENT OF TOP 3” OF CONCRETE.

11. CONCRETE PLACEMENT PLAN SHALL CLEARLY OUTLINE ANTICIPATED LIFT PLACEMENT FOR EACH

PLACEMENT LOCATION. PROVIDE CALCULATIONS, SIGNED AND STAMPED BY A LICENSED

ENGINEER, INDICATING FORMWORK IS DESIGNED FOR ANTICIPATED LIFT HEIGHT.

12. THIS PROJECT REQUIRES A SPECIALIZED MIX DESIGN, BATCHING AND PLACEMENT TECHNIQUES, TEMPERATURE INSTRUMENTATION, MONITORING AND CONCRETE TEMPERATURE CONTROLS.

13. CONCRETE TEMPERATURES SHALL BE CONTROLLED TO MEET THE REQUIREMENTS IN

SPECIFICATION 03 31 29, PARAGRAPH 1.8.7.

LOCATION / ELEMENT

14. CLOSURE PLACEMENTS SHOULD BE COMPLETED WHEN TEMPERATURES DUE TO HEAT OF HYDRATION OF

ADJACENT CONCRETE SECTIONS HAVE COMPLETELY DISSIPATED.

15. SURFACE PREPARATION SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.

CONCRETE SURFACES SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 0.25 INCH.

16. CONCRETE ELEVATIONS ARE IN FEET, USING NAVD88 DATUM.

17. CONCRETE DIMENSIONS ARE IN FEET AND INCHES.

18. PROVIDE TOOLED EDGES FOR CONSTRUCTION, CONTRACTION AND EXPANSION JOINTS ON SURFACES

WHERE FLOAT OR STEEL TROWEL FINISH IS REQUIRED.

19. CONCRETE SURFACES EXPOSED TO THE FLOW OF WATER MUST BE SMOOTH AND FREE FROM SPALLS, HONEYCOMBS AND/OR POCKETS.

20. WATERSTOPS SHALL BE TYPE A AND CONTINUOUS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

WATERSTOP JOINTS AT SPLICES AND CORNERS SHALL BE BONDED. A CONTINUOUS TYPE A WATERSTOP SHALL BE PROVIDED IN EACH VERTICAL CONSTRUCTION JOINT BELOW EL 12.0, UNLESS OTHERWISE NOTED ON THE DRAWINGS. TWO CONTINUOUS TYPE C OR E WATERSTOPS SHALL BE PROVIDED IN EACH EXPANSION

JOINT AND CONTRACTION JOINT AS SHOWN ON THE DRAWINGS.

21. PROVIDE V-GROOVE JOINTS AS DETAILED ON DRAWING YS502 AT CONTRACTION JOINTS, CONSTRUCTION

JOINTS AND CONTROL JOINTS PERMANENTLY EXPOSED TO VIEW.

22. FLOORS AND SLABS SHALL HAVE A U4 FINISH AND GUTTER INVERTS SHALL HAVE A U3 FINISH, UNLESS

OTHERWISE NOTED ON THE DRAWINGS.

23. FOR CONCRETE PLACED IN-THE-DRY, SAMPLING OF FRESH CONCRETE SHALL BE PERFORMED AT THE POINT OF PLACEMENT. IF THE CONCRETE AT THE POINT OF PLACEMENT DOES NOT HAVE THE REQUIRED SLUMP AND TEMPERATURE, THE CONCRETE WILL BE REJECTED AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER. RE-TEMPERING OF THE CONCRETE WITH WATER TO ACHIEVE THE REQUIRED SLUMP WILL NOT BE PERMITTED. ADDITION OF WATER-REDUCING ADMIXTURE FOR RE-MIXING CONCRETE AT THE POINT OF

PLACEMENT WILL BE PERMITTED ONLY UPON APPROVAL OF THE CONTRACTING OFFICER.

24. ADDITIONAL CONCRETE CYLINDERS WILL BE REQUIRED FOR ALL DRY DOCK FLOOR, WALL, CURB AND ENTRANCE STRUCTURE CONCRETE PLACEMENTS FOR FUTURE RADCON TESTING. SAMPLE CONTAINERS WILL BE PROVIDED BY THE GOVERNMENT. THE QUANTITY OF SAMPLES FOR RADCON TESTING WILL NOT

EXCEED 10 SAMPLES PER CONCRETE PLACEMENT.

25. CONCRETE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONCRETE TOLERANCES IN THE CONTRACT SPECIFICATIONS, PCI MNL-135, ACI 117 AND THE FOLLOWING TOLERANCES FOR THE INDIVIDUAL CONCRETE ELEMENTS AND THE ENTIRE DRY DOCK COMPLEX AS A COHERENT WHOLE. THE FOLLOWING TOLERANCES ARE APPLICABLE TO THE PRIMARY CONTROL SURFACES, INCLUDING THE TOP OF THE DRY DOCK FLOOR TOPPING SLAB, INSIDE FACE OF DRY DOCK WALLS AND TOP FACE OF DRY DOCK WALLS AND

ENTRANCE STRUCTURE:

A. OVERALL PLAN DIMENSIONS OF PRECAST FLOOR MONOLITHS: 1/2-IN

B. HORIZONTAL DIMENSIONS AND LOCATION OF PRECAST STARTER WALLS: 1/4-IN

C. OVERALL PLAN DIMENSIONS OF PRECAST CENTER WALL MONOLITHS: 1/2-IN

D. HORIZONTAL DIMENSIONS AND LOCATION OF EXTERIOR FACES OF PRECAST CENTER WALL: 1/4-IN

E. HORIZONTAL DIMENSIONS AND LOCATION OF OPENINGS IN PRECAST FLOOR MONOLITHS FOR

6-FT AND 9-FT DIA DRILLED SHAFT CONNECTIONS: 1/2-IN

F. HORIZONTAL LOCATION OF VERTICAL REINFORCEMENT IN DRILLED SHAFTS: 1/2-IN

G. HORIZONTAL LOCATION OF PRECAST MONOLITHS AFTER SET-DOWN AND LEVELING: 1-IN

H. TOP ELEVATIONS OF PRECAST MONOLITHS: 1/2-IN

I. TOP ELEVATION OF PRECAST MONOLITHS AFTER SET-DOWN AND LEVELING: 1-IN

J. ELEVATION OF TOPPING SLAB: 1/4-IN

26. ALL STEEL SHAPES, PLATES AND HARDWARE THAT ARE REMOVABLE AND NOT EMBEDDED IN CONCRETE SHALL BE HOT-DIPPED GALVANIZED. ALL EXPOSED STEEL SHAPES, PLATES AND HARDWARE THAT ARE EMBEDDED IN CONCRETE AND NOT REMOVABLE SHALL BE STAINLESS STEEL. ALL STEEL SHAPES, PLATES

AND HARDWARE THAT ARE NOT EXPOSED OR ARE USED FOR TEMPORARY FEATURES DURING

CONSTRUCTION SHALL BE SHOP-PRIMED ONLY.

ADDITIONAL NOTES FOR TREMIE CONCRETE:

MIX DESIGN 28-DAY STRENGTH, PSI

DRILLED SHAFTS MARINE CONCRETE 6,000

DRY DOCK FLOOR SLABS, WALLS* AND

REMOVABLE CONCRETE COVERS

MARINE CONCRETE 6,000

ENTRANCE STRUCTURE MARINE CONCRETE 6,000

CONNECTION BETWEEN CENTER

WALL AND EXISTING PUMPWELL AND

UTILITY ENCLOSURE

MARINE CONCRETE 6,000

CONCRETE BACKFILL NON-MARINE BACKFILL

CONCRETE

3,000

BERTH 1 AND BERTH 11

CONNECTING DECK SLABS MARINE CONCRETE 6,000

SECANT PILES, SUPPORT OF

EXCAVATION

NON-MARINE STRUCTURAL

CONCRETE

6,000

1. TREMIE CONCRETE SHALL MEET THE REQUIREMENTS IN SPECIFICATION SECTION 03 31 29

MARINE CONCRETE AND HAVE A 28-DAY STRENGTH OF 6,000 PSI. CONTRACTOR TO

FOLLOW THE RECOMMENDATIONS IN THE GUIDE TO TREMIE CONCRETE FOR DEEP

FOUNDATIONS BY THE DEEP FOUNDATION INSTITUTE/EUROPEAN FEDERATION OF

FOUNDATION CONTRACTORS.

2. SAMPLING OF FRESH TREMIE CONCRETE SHALL BE PERFORMED AT THE POINT OF

PLACEMENT. IF THE CONCRETE AT THE POINT OF PLACEMENT DOES NOT HAVE THE

REQUIRED SLUMP FLOW, THE CONCRETE WILL BE REJECTED AT NO ADDITIONAL COST TO

THE CONTRACTING OFFICER. RE-TEMPERING OF THE CONCRETE WITH WATER TO ACHIEVE

THE REQUIRED SLUMP FLOW WILL NOT BE PERMITTED. ADDITION OF WATER-REDUCING

ADMIXTURE FOR RE-MIXING CONCRETE AT THE POINT OF PLACEMENT WILL BE PERMITTED

ONLY UPON APPROVAL OF THE CONTRACTING OFFICER.

3. TREMIE CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE

PLACEMENT REACHES THE TOP OF THE PLACEMENT.

4. TREMIE CONCRETE SHALL BE PLACED UNIFORMLY ACROSS THE WIDTH OF THE

PLACEMENT.

5. IF MULTIPLE TREMIE PIPES ARE USED, CONCRETE SHALL BE FED ALTERNATELY INTO

ADJACENT TREMIE PIPES SUCH THAT A 2-FOOT MAXIMUM DIFFERENTIAL IS MAINTAINED

ACROSS THE ENTIRE CONCRETE PLACEMENT AND THAT ALL OF THE TREMIE PIPES REMAIN

ALWAYS IMMERSED AT THE SAME DEPTH BELOW AT LEAST 5-FEET OF FRESH CONCRETE.

6. THE NUMBER OF TREMIE PIPES USED FOR EACH PLACEMENT SHALL BE ADJUSTED TO LIMIT

THE HORIZONTAL DISTANCE OF CONCRETE TRAVEL AND TO ENSURE UNIFORMLY LEVEL

UPWARD FLOW OF CONCRETE (MAINTAIN 2-FOOT MAXIMUM DIFFERENTIAL ACROSS THE

ENTIRE CONCRETE PLACEMENT) AND CONCRETE FLOW AROUND EMBEDMENTS. THE

MAXIMUM HORIZONTAL DISTANCE OF CONCRETE TRAVEL SHALL NOT EXCEED 10 FEET.

7. DRILLED SHAFT CONCRETE PLACEMENT RATE SHALL NOT EXCEED 10-FEET OF CONCRETE

RISE PER MINUTE.

8. UNDER NO CIRCUMSTANCES SHALL THE TREMIE PIPES BE RAISED OR LOWERED TO

CONTROL OR CHANGE THE CONCRETE PLACEMENT RATE.

9. EMPLOY MEANS TO PREVENT WATER FROM GETTING INTO THE TREMIE PIPE PRIOR TO

INITIATION OF CONCRETE PLACEMENT, TO AVOID WATER CONTAMINATION OF THE

CONCRETE.

10. PROVIDE NECESSARY MEASURES TO PREVENT POTENTIAL WASH-OUT OF FRESH

CONCRETE DUE TO HYDRAULIC GRADIENTS.

11. TREMIE CONCRETE SHALL NOT BE VIBRATED.

12. TREMIE CONCRETE PLACEMENT SHALL BE COMPLETED IN SUCH A MANNER AND WITHIN

SUCH TIME THAT THE CONCRETE ABOVE THE BASE OF THE TREMIE PIPE REMAINS

WORKABLE UNTIL CONCRETING IS COMPLETE.

13. THE TREMIE PIPES SHALL BE LOWERED TO THE BOTTOM OF THE PLACEMENT THEN RAISED

4 INCHES ABOVE THE BOTTOM OF THE PLACEMENT PRIOR TO BEGINNING TREMIE

CONCRETE DELIVERY.

14. AFTER CONCRETE PLACEMENT HAS STARTED, THE TREMIE PIPES SHALL ALWAYS REMAIN

IMMERSED BELOW AT LEAST 5-FEET OF FRESH CONCRETE.

15. SINCE THE TOP OF THE TREMIE CONCRETE PLACEMENT MAY NOT BE OF THE SPECIFIED

PROPERTIES AND REQUIRED QUALITY, AT LEAST 36" OF TREMIE CONCRETE SHALL BE

PLACED ABOVE THE TOP OF THE PLACEMENT NEAT LINE SHOWN ON THE DRAWINGS. IF

THE DEPTH OF POOR QUALITY CONCRETE AT THE TOP OF TREMIE CONCRETE PLACEMENTS

CAN BE CONSISTENTLY SHOWN BY THE CONTRACTOR THAT IT IS LESS THAN 36" IN SIMILAR

TRIAL PLACEMENTS USING THE APPROVED TREMIE CONCRETE MIX, THE GOVERNMENT MAY

CONSIDER REDUCING THE REQUIRED DEPTH OF OVERPOURING.

16. PRIOR TO PLACING CONCRETE ON TOP OF A PREVIOUSLY PLACED TREMIE CONCRETE LIFT, REMOVE THE TREMIE CONCRETE PLACED PREVIOUSLY DOWN TO THE NEAT LINE FOR THE

PREVIOUS PLACEMENT SHOWN ON THE DRAWINGS. SHOULD CONCRETE LAITANCE BE

OBSERVED AT THE PREVIOUS PLACEMENT NEAT LINE, REMOVE CONCRETE LAITANCE

EXPOSING CONCRETE MEETING THE SPECIFIED REQUIREMENTS. REMOVAL SHALL BE

COMPLETED USING EQUIPMENT AND METHODS THAT DO NOT DISTURB OR DAMAGE THE

CONCRETE OR REINFORCEMENT TO REMAIN.

17. DEFECTS SHALL BE REMOVED AT NO ADDITIONAL COST AND IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS AND THE METHOD APPROVED BY THE CONTRACTING OFFICER.

SECANT PILES UNDER UTILITY

ENCLOSURE MARINE CONCRETE 6,000

PRECAST MONOLITHS:

1. CONTRACTOR SHALL CONSIDER THE RECOMMENDATIONS OF ACI 357.2R-10, REPORT

ON FLOATING AND FLOAT-IN CONCRETE STRUCTURES IN THE CONTRACTOR'S DESIGN

DETAILS FOR FLOATING IN AND FOR SETTING DOWN OF THE PRECAST MONOLITHS.

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1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A706, GRADE 60 UNLESS NOTED

OTHERWISE. GRADE 75 REINFORCING STEEL SHALL CONFORM TO ASTM A615. EPOXY-COATED

REINFORCING STEEL SHALL CONFORM TO ASTM A775.

2. REINFORCING STEEL SHALL BE FULLY SUPPORTED ON APPROVED PLASTIC CHAIRS AND/OR

COATED STEEL. WHERE REINFORCING STEEL IS IN CONTACT WITH FORMS, SUPPORTS SHALL BE

PLASTIC OR STAINLESS STEEL.

3. HOOKS SHALL BE STANDARD 90 DEGREE HOOKS UNLESS INDICATED OTHERWISE.

4. SPLICING OF REINFORCING STEEL OVER 20 FEET IS PERMITTED. STAGGER SPLICES ONE SPLICE

LENGTH MINIMUM. UNLESS OTHERWISE NOTED, NO MORE THAN 50 PERCENT OF THE

REINFORCING STEEL SHALL BE SPLICED AT EACH LOCATION.

5. BAR DEVELOPMENT AND LAP SPLICE LENGTHS FOR UNCOATED REINFORCING BARS SHALL BE AS

FOLLOWS:

REINFORCING STEEL:

BAR

DESIGNATION

#3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18

OTHER BAR

"TOP" BAR

"TOP" BAR

OTHER BAR

LENGTHS ARE IN INCHES.

"TOP" BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST DIRECTLY

BELOW THE BARS.

TABLE VALUES ARE BASED ON BAR SPACING OF 6 INCHES AND CONCRETE COVER OF 3 INCHES.

OTHERWISE, THE PROVISIONS OF ACI 318 SHALL BE USED.

6. WELDING OF REINFORCEMENT IS NOT ALLOWED FOR ASTM A615 BARS.

7. WELDING OF REINFORCING, WHEN APPROVED BY THE CONTRACTING OFFICER, FOR THE ASTM

A706 BARS SHALL BE IN ACCORDANCE WITH AWS D1.4.

8. LAP SPLICES SHALL NOT BE USED IN LOCATIONS OF MAXIMUM MOMENTS, UNLESS OTHERWISE

PERMITTED ON THE DRAWINGS. LAP SPLICES SHALL NOT BE PERMITTED IN DRILLED SHAFTS.

9. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED IN COMPRESSION, SPLICE LENGTH SHALL BE

THE LARGER OF: DEVELOPMENT LENGTH OF LARGER BAR OR SPLICE LENGTH OF SMALLER BAR.

10. MECHANICAL COUPLERS SHALL BE DESIGNED FOR 125 PERCENT OF YIELD STRENGTH OF

REINFORCING STEEL FY 80 KSI.

11. BAR DEVELOPMENT AND LAP SPLICE LENGTHS FOR EPOXY COATED BARS WITH COVER LESS

THAN 3 TIMES THE BAR DIAMETER OR CLEAR SPACING LESS THAN 6 TIMES THE BAR DIAMETER SHALL BE 1.5 TIMES LONGER THAN THE VALUES IN THE ABOVE TABLE AND 1.2 TIMES LONGER FOR

ALL OTHER EPOXY COATED BARS.

12. PER THE CONTRACTOR'S MEANS AND METHODS, BUNDLED BARS SHALL BE ARRANGED WITHIN

THE BUNDLE TO FACILITATE CONCRETE PLACEMENT AND CONSOLIDATION IN CONGESTED

AREAS.

1. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO THE LATEST EDITION OF ACI

318, OR ACI 350, AS APPLICABLE, AND ACI 117 UNLESS OTHERWISE NOTED.

2. SUBMIT DETAILED REINFORCING DRAWINGS INCLUDING BAR AND BENDING SCHEDULES TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF REINFORCING

STEEL.

GENERAL NOTES FOR REINFORCEMENT:

REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS, EXCEPT AS OTHERWISE

NOTED OR SHOWN ON THE DRAWINGS.

CONCRETE COVER FOR REINFORCEMENT:

DRILLED SHAFTS:

BOTTOM OF FOUNDATIONS AND FOOTINGS:

BACKFILLED SURFACES AND SURFACES SUBJECT TO SUBMERGENCE:

#18 BARS AND SMALLER

EXTERIOR BEAMS AND COLUMNS NOT SUBJECT TO SUBMERGENCE:

EXTERIOR WALLS AND SLABS NOT SUBJECT TO SUBMERGENCE:

#11 BARS AND SMALLER

#14 BARS

#18 BARS

INTERIOR BEAMS AND COLUMNS:

INTERIOR WALLS AND SLABS:

#11 BARS AND SMALLER

#14 AND #18 BARS

6" 6"

6" 3"

3" 3 1/2" 4 1/2" 1 1/2"

1 1/2" 2 1/2"

BAR DEVELOPMENT LENGTH LAP SPICE LENGTH

WHERE,

LAP SPLICE NOT PERMITTED

LAP SPLICE NOT PERMITTED

1. MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS.

2. WELDED CONSTRUCTION SHALL BE USED.

3. EXPOSED STEEL (NON-STAINLESS) SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH

THE SPECIFICATIONS.

4. STEEL (NON-STAINLESS) SURFACES EMBEDDED IN CONCRETE SHALL NOT BE PAINTED.

5. ALUMINUM SURFACES IN CONTACT WITH STEEL OR CONCRETE SHALL BE PAINTED WITH ONE

COAT OF ZINC CHROMATE PRIMER, UNLESS OTHERWISE RECOMMENDED BY THE ALUMINUM

PRODUCT MANUFACTURER.

6. STEEL PIPE RAILINGS AND LADDERS SHALL BE GALVANIZED AND SHALL CONFORM TO OSHA

STANDARDS. IN ADDITION, RAILINGS SHALL COMPLY TO THE REQUIREMENTS OF THE

AMERICANS WITH DISABILITIES ACT (ADA) LATEST EDITION.

7. GRATINGS AND NON-EMBEDDED FRAMES SHALL BE GALVANIZED AFTER FABRICATION. FRAMES

OR SUPPORTS EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. PROVIDE DIELECTRIC

ISOLATION BETWEEN DISSIMILAR METALS, INCLUDING THROUGH THICKNESS OF PARTS.

DIELECTRIC ISOLATION SHALL CONSIST OF A CONTINUOUS 1/16" THICK NEOPRENE RUBBER PAD

(70A DUROMETER) ADHERED TO THE BEARING FACE OF THE EMBEDDED SUPPORT ANGLES; AND

PLASTIC SLEEVES AND WASHERS AT THE FASTENER LOCATIONS.

8. SHEARED EDGES SHALL BE GROUND SMOOTH.

9. WELDS SHALL BE 3/16" CONTINUOUS FILLET WELDS, E70XX ELECTRODE, UNLESS OTHERWISE

SHOWN ON THE DRAWINGS.

10. CORNERS OF FRAMES SHALL BE MITERED AND WELDED IN ACCORDANCE WITH APPROVED

SHOP PRACTICE. GRIND WELDS SMOOTH ON BEARING AND EXPOSED SURFACES.

11. FURNISH EXPANSION ANCHORS AND CONNECTION BOLTS WHERE SUCH ARE REQUIRED.

DIAMETER OF HOLES FOR ANCHORS AND BOLTS SHALL BE 1/16" LARGER THAN DIAMETER OF

ANCHORS/BOLTS INDICATED.

12. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE B8 CLASS 2 STAINLESS STEEL, UNLESS

OTHERWISE SPECIFIED ON THE DRAWINGS.

13. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125, GRADE A325.

14. STEEL PIPE RAILINGS SHALL CONFORM TO ASTM A53, SCHEDULE 40 AND 80 AS SHOWN ON THE

DRAWINGS.

15. EXPOSED STEEL EMBEDMENTS SHALL BE STAINLESS STEEL.

16. STAINLESS STEEL SHALL MEET THE REQUIREMENTS OF SPECIFICATION SECTION 05 12 00 AND 05 50 13.

17. STEEL COMPONENTS CAPABLE OF CATCHING AND RETAINING WATER MUST HAVE A 1/4" MIN.

DRAIN HOLE AT THE LOWEST POINT.

18. PROVIDE AN OSHA COMPLIANT PERSONAL FALL ARREST SYSTEM ON ALL LADDERS TALLER

THAN 24 FEET.

MISCELLANEOUS METALS:

1. MOORING HARDWARE SHALL BE IN ACCORDANCE WITH SPECIFICATION

SECTION 05 30 00.01 "MOORING HARDWARE".

2. MOORING HARDWARE SHALL HAVE THE FOLLOWING MINIMUM WORKING

CAPACITIES:

A. CLEATS: 20 TONS (0 TO 180 DEGREES HORIZONTAL & 0 TO 45

DEGREES VERTICAL)

3. FITTINGS SHALL BE CAST STEEL ASTM A-27, GRADE 65-35, HOT-DIPPED

GALVANIZED, AND COATED IN ACCORDANCE WITH THE SPECIFICATIONS.

4. BOLT POCKETS SHALL BE FILLED WITH POLYURETHANE SEALANT.

5. GROUT FOR ANNULUS AND GROUT BED SHALL BE NON-SHRINK, NON-METALLIC

HIGH PERFORMANCE CEMENTITIOUS GROUT HAVING A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 7,500 PSI. GROUT SHALL CONFORM TO ASTM

C-1107, GRADE C.

6. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GR. B8. NUTS SHALL

CONFORM TO A194, GR. 8. WASHERS SHALL BE 304 STAINLESS STEEL

CONFORMING TO ASTM A276. DIELECTRIC ISOLATION WASHERS/SLEEVES

SHALL BE USED BETWEEN DISSIMILAR METALS.

7. ANCHOR BOLT TESTING SHALL BE COMPLETED BY AN INDEPENDENT TESTING

AGENCY. SUBMIT EXPERIENCE AND QUALIFICATIONS FOR THE ANCHOR BOLT

TESTING PERSONNEL. ONE ANCHOR BOLT FROM EACH MOORING FITTING

BATCH SHALL BE TESTED IN TENSION UTILIZING THE INCREMENTAL LOAD

APPLICATION TEST IN ACCORDANCE WITH ASTM E488 TENSION TESTING.

PROOF LOAD SHALL BE MAINTAINED FOR A MINIMUM OF 10 MINUTES.

8. TESTED ANCHOR BOLTS SHALL BE TESTED TO 90% OF THE ANCHOR BOLT YIELD

STRENGTH. ANCHOR BOLTS THAT FAIL TESTING SHALL BE REMOVED AND

REINSTALLED AT NO COST TO THE CONTRACTING OFFICER. FAILURE IS

CONSIDERED ONE OF THE FOLLOWING:

A. FAILURE TO REACH PROOF LOAD OF 90% YIELD STRENGTH.

B. A PERMANENT SET REMAINS AFTER LOAD IS RELEASED.

C. DISPLACEMENT GREATER THAN ELASTIC STRETCH OF THE

MATERIAL UNDER REQUIRED LOAD.

9. AFTER AN ANCHOR BOLT TEST FAILURE THE NEXT 5 ANCHOR BOLTS OR MORE

SHALL BE TESTED. SUBMIT TESTING REPORTS TO THE CONTRACTING OFFICER

WITHIN 24 HOURS OF TEST COMPLETION.

MOORING HARDWARE:

FIBERGLASS REINFORCED PLASTIC (FRP) GRATING:

1. FRP GRATING SHALL MEET THE FOLLOWING REQUIREMENTS:

A. ONE-PIECE MOLDED CONSTRUCTION COMPOSED OF CONTINUOUS ROVING FIBERLASS REINFORCEMENT AND ISOPHTHALIC POLYESTER RESIN WITH A

65% TO 35% RESIN TO GLASS RATIO;

B. MINIMUM FLEXURAL STRENGTH OF 30,000 PSI PER ASTM D790;

C. MINIMUM SHEAR STRENGTH OF 4,500 PSI PER ASTM D2344;

D. MINIMUM TENSILE STRENGTH OF 30,000 PSI PER ASTM D638;

E. MINIMUM LOAD CAPACITY OF 600 PSF UNIFORM LOAD AND 2,000 PLF CONCENTRATED LINE LOAD;

F. FLAME SPREAD RATING OF 25 OR LESS PER ASTM E84 TUNNEL TEST AND AN EXTENT OF BURN RATE OF LESS THAN OR EQUAL TO 10 MILLIMETERS PER

ASTM D635 WHEN TESTED FOR A BURN TIME OF LESS THAN 30 SECONDS;

G. UV, CORROSION AND IMPACT RESISTANT; NON-CONDUCTIVE; AND FREE OF INTERLAMINAR VOIDS, POROSITY, DRY SPOTS, CRACKS, FIBER ORIENTATION

IRREGULARITIES, UNREINFORCED AREAS AND EXPOSED GLASS FIBERS;

H. ALL CUT OR SANDED SURFACES ARE SEALED WITH RESIN PRIOR TO INSTALLATION;

I. GRATING BAR INTERSECTIONS ARE PROVIDED WITH A MINIMUM FILLET RADIUS OF 1/16 INCH;

J. TOP LAYER OF REINFORCEMENT IS NO MORE THAN 1/8 INCH BELOW THE TOP SURFACE OF THE GRATING;

K. TOPS AND BOTTOMS OF BEARING AND CROSS BARS ARE IN THE SAME PLANE; AND

L. GRATING BARS ARE PROVIDED WITH A NON-SLIP, GRIT SURFACE.

2. GRATING PANELS SHALL BE PROVIDED OF UNIFORM LENGTH, SIZED TO MINIMIZE THE NUMBER OF PANELS, WITH A MAXIMUM PANEL WEIGHT OF 50 POUNDS.

3. GRATING PANELS SHALL BE FASTENED TO SS THREADED STUDS WELDED TO SS SUPPORT ANGLES WITH A MINIMUM OF (4) TYPE M, STAINLESS STEEL, HOLD-

DOWN CLIPS PER PANEL.

4. GRATING PANELS SHALL BE SPACED WITH A 3/8 INCH MAXIMUM GAP BETWEEN ADJACENT PANELS.

5. GRATING PANELS SHALL BE PROVIDED IN A GRAY COLOR.

6. CONTRACTOR SHALL SUBMIT PRODUCT DATA AND TEST REPORTS SHOWING THE FRP GRATING MEETS THE ABOVE REQUIREMENTS.

7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE FRP GRATING PANEL DETAILS, LAYOUT, FASTENERS, COLOR, NON-SLIP SURFACE, ETC.

8. CONTRACTOR SHALL HANDLE ALL MATERIALS TO PREVENT ABRASION, CRACKING, CHIPPING, TWISTING, OTHER DEFORMATIONS AND OTHER TYPES OF

DAMAGE.

9. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND TAKE ALL FIELD MEASUREMENTS NECESSARY FOR PROPER SIZING AND FIT-UP BEFORE FABRICATION.

INCLUDE ALL MATERIALS AND PARTS NECESSARY TO COMPLETE EACH ITEM, EVEN THOUGH SUCH WORK IS NOT DEFINITELY SHOWN OR SPECIFIED. PERFORM CUTTING, DRILLING, AND FITTING REQUIRED FOR INSTALLING GRATINGS IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. SET GRATING UNITS AND SUPPORT ANGLES ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION; MEASURED FROM ESTABLISHED LINES AND LEVELS; AND FREE OF RACK AND WOBBLE. COMPLY WITH RECOMMENDATIONS OF BAR GRATING STANDARDS, INCLUDING INSTALLATION CLEARANCES AND STANDARD ANCHORING DETAILS.

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APPROVED

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FOR COMMANDER NAVFAC

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Richard Powers, C980 10/15/20

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THE STRUCTURE HAS BEEN ANALYZED AND DESIGNED UNDER APPLICABLE UFC LOAD COMBINATIONS.

DEAD LOAD - ACTUAL WEIGHT OF THE STRUCTURE

LIVE LOAD:

1. VEHICLE AND EQUIPMENT

A. 600 PSF UNIFORM LIVE LOAD FOR EXTERIOR FLOORS;

300 PSF FOR INTERIOR FLOORS;

500 PSF FOR EQUIPMENT PLATFORMS;

3,000 LBS CONCENTRATED EQUIPMENT LOAD

B. 140-TON MOBILE TRUCK CRANE WITH OUTRIGGERS OVER PORTAL CRANE RAIL

C. 20-TON FORKLIFT (LIMITED TO CENTER WALL)

D. AASHTO HS-25 TRUCK

IN THE DESIGN OF DECK SYSTEM, A 15% IMPACT FACTOR IS APPLIED TO VEHICLE AND EQUIPMENT LOADS, EXCEPT THAT 25% IS

APPLIED TO PORTAL CRANE SUPERSTRUCTURE ELEMENTS.

E. 100 PSF UNIFORM LIVE LOAD OR 300 LBS CONCENTRATED LOAD FOR STAIRS AND LANDINGS.

F. MATERIAL HIGHWAY BRIDGE SUPPORTS: 2 SUPPORTS AT EACH END OF BRIDGE SPACED AT 7'-4"; 85.41-KIP @ EACH SUPPORT

2. CURRENT VELOCITY

EBB 3.0 KNOTS AT 0 TO 90 DEGREES TO STRUCTURE

FLOOD 4.5 KNOTS AT 0 TO 90 DEGREES TO STRUCTURE

3. PORTAL CRANE

A. SEE Y-008

4. SEA WATER UNIT WEIGHT = 64 PCF

5. HYDROSTATIC PRESSURES (NAVD88) (REFERENCE TABLE ON G004)

A. BASE FLOOD ELEVATION WITH SEA LEVEL RISE (EHW) EL 11.66

B. BASE FLOOD ELEVATION (BFE) EL 10.0

C. SEA LEVEL RISE (SLR) 1.66-FT

D. EXTREME LOW WATER (ELW) EL -6.29

E. HIGHEST ASTRONOMICAL TIDE (HAT) EL 5.90

F. LOWEST ASTRONOMICAL TIDE (LAT) EL -6.29

G. SUPER FLOOD (SF) EL 10.25

6. EARTH PRESSURES

A. GLACIOFLUVIAL DEPOSITS 120 PCF; FRICTION ANGLE = 32 DEGREES

B. MARINE CLAY (UNDRAINED) 120 PCF; FRICTION ANGLE = 0 DEGREES, Su (UNDRAINED SHEAR STRENGTH) = 0.5 KSF

C. GLACIAL TILL/WEATHERED ROCK 135 PCF; FRICTION ANGLE = 36 DEGREES

D. BEDROCK 170 PCF; AT = 12.35 PSI; C = 36.4 PSI; FRICTION ANGLE = 59 DEGREES

7. ICE 6 IN THICK ICE FLOW

8. WIND

A. WIND ON STRUCTURE 82.6 KNOTS (3-SEC GUST)

B. WIND ON VESSEL 70.3 KNOTS (30-SEC DURATION)

C. WIND GENERATING WAVES 51.3 KNOTS (30-MIN DURATION)

D. ULTIMATE DESIGN WIND SPEED 161 MPH (UFC 3-301-01, RISK CATEGORY V)

9. WAVE

A. 3 FT HEIGHT

B. 3 SEC PERIOD

10. SEISMIC

A. RISK CLASSIFICATION HIGH

B. SEISMIC PERFORMANCE LEVEL LEVEL 1 LEVEL 2

C. PROBABILITY OF EXCEEDANCE 10% IN 50 YEARS 2% IN 50 YEARS

D. RETURN PERIOD 475 YEARS 2,373 YEARS

E. SEISMIC (RESPONSE SPECTRUM) SITE SPECIFIC SEISMIC RESPONSE SPECTRUM ANALYSIS

PGA 0.06g PGA 0.2g

SITE CLASS A SITE CLASS A

11. DECK FITTINGS

A. CLEATS 20 TON

B. WINCH

1. BOLLARD PULL 100,000 LBS

2. SELF WEIGHT 16,000 LBS

1. VESSELS 80 LONG TON/FT

2. BUILD 600 PSF (ON EITHER SIDE OF VESSEL TO THE

DRY DOCK WALL)

3. VESSEL IMPACT 590 LT TUG TRAVELING AT 5 KNOTS

DESIGN CRITERIA:

CASE I: DOCK UNDER CONSTRUCTION

CASE II: DOCK EMPTY; MAXIMUM HYDROSTATIC UPLIFT

CASE III: MAXIMUM SHIP LOAD; MINIMUM HYDROSTATIC UPLIFT

CASE IV DOCK FULL OF WATER; SUPER FLOOD

CASE V: LEVEL 1 EARTHQUAKE

CASE VI: LEVEL 2 EARTHQUAKE

CRITICAL LOAD CONDITIONS:

σV'

27'- 0"

0"

140 TON MOBILE CRANE LOADING

MOBILE CRANE

MOBILE CRANE

OUTRIGGER LAYOUT

232k

TYPICAL

20 TON FORKLIFT LOADING

FORKLIFT WHEEL LAYOUT

10'- 0"

49 k

49 k

2.5 k

2.5 k

14" x 14" REAR SINGLE

WHEEL CONTRACT AREA

24" x 14" FRONT DUAL

WHEEL CONTRACT AREA 8'

-0

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APPROVED

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FOR COMMANDER NAVFAC

SEAL

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SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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A3

YS322

A3

YS327

A3

YS328

CENTER WALLCL

ST

A

5+

.3

ST

A

4+

.3

108' - 0"

5 + 00 4 + 50

M

AT

C H

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4 + 00

OPENING

FOR PUMP

SHAFT (TYP)

DD1N ENTRANCE

STRUCTURE 113' - 0"

DD1W ENTRANCE

STRUCTURE (P-310)

D D

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CJ AND WS

TYPE C

CRANE

RAIL (TYP)

CL

(P -3

GRATING

(YS522)

A3

YS323

REMOVABLE

GUARDRAIL

(YS503, TYP)

EL 9.70

(TYP)

SLOPE

SLOPE

RAMP (TYP)

(TYP)

17' - 9"

(TYP)

27' - 6"

(TYP)

27' - 6"

(TYP)

27' - 6"

T/ CURB EL 11.92

(TYP)

T/ CURB

EL 10.70

(TYP)

10' - 6" 10' - 6" 10' - 6"

OUTLINE OF

PUMP STATION BUILDING

1% SLOPE

TO DRAIN

1% SLOPE

TO DRAIN

1% SLOPE

TO DRAIN

STEEL FLOOR

HATCH (A4, YS519)

12% SLOPE

RAMP

OPENING FOR

KNIFE GATE (TYP)

STEEL COVER

(SEE PS402)

(T

YP

1'

0"

(T Y P

6'

0"

(TYP)

7' - 9"

19' - 9" 20' - 0" 15' - 4 3/8"

9'

0" 7'

0" 18' - 8" 7' - 8"

80' - 0"

(TYP)

19' - 7 1/8"

(TYP)

8' - 4 7/8"

3'

6"

2'

0" 1'

6"

1'

9" 1'

9"

4' - 9"2' - 8"

EL 12.00

FIXED LADDER

BELOW

WATER LEVEL

MARKER BOARD

TIDE MARKER BOARD7' - 0"

WATER LEVEL

MARKER BOARD

TIDE MARKER

BOARD

7' - 0"

HIGH POINT

EL 12.00

HIGH POINT

EL 12.00

HIGH

POINT

EL 12.00

PROVIDE ANTI-SKID

SAFETY COATING

ON RAMP (TYP)

" (T

YP

3'

8"

(T

YP

4'

4"

(TYP)

3' - 8"

(TYP)

3' - 8"

(T

YP

9'

1/ 2"

(T Y P

1'

9"

(TYP)

4' - 6"

(TYP)

3' - 0"

(TYP)

3' - 0"

OUTLINE OF

PUMP

STATION

BUIDLING

(TYP)

3' - 2"

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

3' - 0"

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

10' - 9"

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512) 8' - 0"

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512) 8' - 0"

NON-SLIP SAFTEY NOSING

AT CONCRETE STAIRS

PUMP MOTOR

SOLE PLATE

(TYP)

GALVANIZED STEEL

GRATING, TYPE W-19-4

WITH 3 1/2" X 3/8"

SERRATED BEARING

BARS, WITH EMBEDDED

SS ANGLE FRAME

GALVANIZED STEEL GRATING,

TYPE W-19-4 WITH 1 1/2" X 3/16"

SERRATED BEARING BARS, WITH

EMBEDDED SS ANGLE FRAME

2' - 6"

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

CJ AND WS TYPE C,

SPLICE WITH WS

TYPE A TO THE

NORTH

EXTEND WS TYPE A UP

TO EL 10.50 WITHIN

CURB (TYP)

LP EL 9.65

HP EL 9.70 2

EL 9.68

EL 12.00

EL 12.00 2

EL 12.00 2

EL 9.68

HP EL 9.70

LP EL 9.65

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

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FOR COMMANDER NAVFAC

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SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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12823195 263 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 12.00

8' 0 8' 16' 1/8" = 1'-0"

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YS324

A3

YS329

A2

YS331

M

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CENTER WALLCL

CRANE RAIL

CRANE RAIL

T/ CURB EL 10.70

M

AT

C H

LI

N

E (S

EE

Y

S1

ST

A

3+

.8

3 + 50 3 + 00

CONCRETE COVER

(4 EQUAL PANELS, YS511)

A3

YS330

(TYP)

19' - 9"

(TYP)

27' - 6"

(TYP)

27' - 6"

(TYP)

27' - 6"

(TYP)

27' - 6" 27' - 6"

T/ CURB

EL 10.70

CLEAT (TYP)

REMOVABLE

GUARDRAIL (TYP)

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

6" (TYP)

ST

A

4+

.3

4 + 00

ST

A

2+

.3

12% SLOPE

CONCRETE FILLED STEEL

PIPE (YS525, TYP)

CONCRETE FILLED STEEL

PIPE (YS525, TYP)

CONCRETE FILLED

STEEL PIPE (YS525, TYP)

YS525

A2

YS525

A3

SCUPPER W/ INLINE

CHECK VALVE

(YS503, TYP)

(TYP)

9' - 0"

113' - 0"

3'

1"

2'

2'

3'

1"

(TYP)

1' - 3 1/8"

(TYP)

2' - 6"

6" (TYP)

20' - 0" 8' - 9" 8' - 9" 8' - 9" 8' - 9"

7'

0"

CONCRETE FILLED

STEEL PIPE (YS525, TYP)

(TYP)

9' - 0"SCUPPER

(YS503, TYP)

(TYP)

C U

R B

1'

0"

" 2'

0"

9'

0" 9'

0"

2'

0"10

C U

R B

1'

0"

108' - 0"

15' - 11 3/8" 1' - 6 1/2"

34' - 0"

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

EXTEND WS TYPE A UP

TO EL 10.50 WITHIN

CURB (TYP)

SLOPE TO

DRAIN

LP EL 9.65

HP EL 9.70

EL 9.70

HP EL 9.70

LP EL 9.65

SLOPE TO DRAIN

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

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1 2 3 4 5

1 2 3 4 5

A

B

C

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S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

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TA

TI

O

N N

O R

FO

LK

, V

IR

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IN

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D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

1/ 2 0

0:

1 8

:4

A M

C

EN

TE

R

W

AL

L

- C

O N

C R

ET

E

- P

LA

N S

SH

EE

T

O F

YS104

DAM NJD ZRM

12823196 264 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 9.70

NOTES:

1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS

ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK

VALVES IN CURBS ALONG DD1N.

8' 0 8' 16' 1/8" = 1'-0"

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

0 1 /2

9/

A2

YS332

CENTER WALLCL

CRANE RAIL

M

AT

C H

LI

N

E (S

EE

Y

S1

A3

YS325

2 + 50 2 + 00 1 + 50

M

AT

C H

LI

N

E (S

EE

Y

S1

27' - 6"27' - 6"

T/ CURB EL 10.70

T/ CURB EL 10.70

CLEAT (TYP)

REMOVABLE

GUARDRAIL (TYP)

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

(TYP)

27' - 6"

(TYP)

27' - 6"

(TYP)

27' - 6"

(TYP)

27' - 6"

DD1N SW STAIR

DOUBLE LEAF FLOOR

ACCESS DOOR

ABOVE STAIRWAY

(YS517, YS518, TYP)

EL 10.70

EL 10.70

EL 10.70

EL 10.70

(TYP)

2' - 6"

(TYP)

4' - 10 5/8"

CONCRETE FILLED STEEL

PIPE (YS525, TYP)

CONCRETE FILLED STEEL

PIPE (YS525, TYP)

YS525

A4

(TYP)

9' - 0" 9' - 1 1/4" 5' - 0"

5' - 0"9' - 1 1/4"

(TYP)

9' - 0"

SCUPPER

(YS503, TYP)

(TYP)

SCUPPER (YS503)

SCUPPER (YS503)

SCUPPER W/

INLINE CHECK

VALVE (YS503, TYP)

3'

1" 2'

2'

3'

1"

(TYP)

30' - 9"

(TYP)

1' - 0 1/2"

(TYP)

10' - 8"

(TYP)

15' - 0"

(TYP)

3' - 0"

(TYP)

1' - 0 1/2"

(TYP)

11' - 4"

(TYP)

6' - 3 1/4"

(T

YP

6'

0"

C U

R B

1'

0"

" 2'

0"

9'

0" 9'

0"

2'

0"10

C U

R B

1'

0"

STEP

(TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

CRANE RAIL

EL 10.70

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

(TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

EL 10.70

PROVIDE YELLOW

STRIPING AND 250 PSF

ELEVATED DECK

CAPACITY LETTERING

(DETAIL A5, YS513,

SIMLAR, TYP)

DD1N SE STAIR

DD1W NW STAIR

DD1W NE STAIREXTEND WS TYPE A UP

TO EL 10.50 WITHIN

CURB (TYP)

LP EL 9.65

SLOPE TO DRAINHP EL 9.70

EL 9.70

LP EL 9.65

SLOPE TO DRAIN

HP EL 9.702

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

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M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

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G

IN

IA

P-

M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

1/ 2 0

0:

2 2

:5

A M

C

EN

TE

R

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C R

ET

E

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LA

N S

SH

EE

T

O F

YS105

DAM NJD ZRM

12823197 265 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 9.70

8' 0 8' 16' 1/8" = 1'-0"

NOTES:

1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

0 1 /2

9/

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

A2

YS333

A3

YS326

A3

YS334

CENTER WALLCL

CRANE RAIL

CRANE RAIL

T/ CURB

EL 10.70

M

AT

C H

LI

N

E (Y

S1

1 + 00 0 + 50 0 + 00

ST

A

0+

.3

ST

A

0+

.0

UP

HEAD END WALL

T/ CURB EL 13.00

T/ WALL EL 12.00

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

EL 9.70

EL 9.70

10' - 0" 7' - 3 3/4"

(TYP)

27' - 6"

(TYP)

27' - 6" 22' - 3 5/8" 15' - 11 3/8"

REMOVABLE

GUARDRAIL (TYP)

27' - 6"

A3

YS335

CONNECTING STRUCTURE

TO EXISTING PUMPWELL

T/ CURB

EL 10.70

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

CONCRETE FILLED

STEEL PIPE

(YS525, TYP)

CONCRETE FILLED

STEEL PIPE

(YS525, TYP)

YS525

A5

(TYP)

9' - 0"

2' - 6 1/4"

9' - 0" 9' - 0"

DOUBLE LEAF FLOOR

ACCESS DOOR

ABOVE STAIRWAY

(YS517, YS518, TYP)

SCUPPER W/

INLINE CHECK

VALVE (YS503,

TYP)

SCUPPER

(YS503, TYP)

10' - 5 5/8"

EL -15.95

WATER LEVEL

MARKER (YS505)

7/ 8"

(TYP)

23' - 2"

(TYP)

7' - 5"

(TYP)

1' - 9 3/4"

(TYP)

1' - 0 1/2" (TYP)

3' - 0"

(TYP)

15' - 0"

(TYP)

10' - 6" (TYP)

1' - 0 1/2"

(T

YP

6'

0"

(T Y P

2'

8"

EL 10.70

EL 10.70

(TYP)

27' - 6"

5'

0" 4'

0"

5' - 0" 13' - 6 1/8" 19' - 5"

2'

3'

1"

9' - 2 1/8" 2' - 6"

FACE OF EXISTING

ENTRANCE STRUCTURE

APRON

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

FILLING CULVERT

GATE SLOT

(FILL WITH MARINE

CONCRETE)

1" EXPANSION JOINT WITH

DOUBLE WS TYPE E,

CONTINUOUS ALL AROUND

1" EXPANSION JOINT WITH DOUBLE WS TYPE C, CONTINOUS

ALL AROUND JOINT WITH EXISTING ENTRANCE STRUCTURE

STEP (TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

DD1N SE STAIR

CURB

1' - 0"

PROVIDE YELLOW

STRIPING AND 250 PSF

ELEVATED DECK

CAPACITY LETTERING

(DETAIL A5, YS513,

SIMLAR, TYP)

CLEAT (TYP)

NON-SLIP SAFTEY NOSING

AT CONCRETE STAIRS

DD1W NE STAIR

8"

EXISTING

CONCRETE CURB

REMOVABLE

BULKHEAD FOR

SUPER FLOOD,

PL 3/8" WITH BASE

PL STIFFENER,

BOLTED SPLICE

PLATE AND 1/8"

NEOPRENE

RUBBER SEALS

(NOTE 2)

EXTEND WS

TYPE A UP TO

EL 10.50 WITHIN

CURB (TYP)

YS106

A4

T/ RAISED PEDESTAL

EL 10.70

1 2

SLUICE GATE

PEDESTAL (NOT

SHOWN) INSTALLED

AT EL 10.70

HP EL 9.702

EL 9.70

HP EL 9.70

LP EL 9.65

SLOPE TO DRAIN

SLOPE TO DRAIN

LP EL 9.65

HP EL 9.70

w1(CAST-IN-PLACE)

HP EL 9.70

1' - 0" 1' - 0"

5'

0"

5'

0"

FILLING CULVERT TRASHRACK SLOT

(FILL WITH MARINE CONCRETE)

C5

YS523

B5

YS523

7" 1"

3' - 8"

OUTER CAISSON SEAT

5' - 0"

2'

9"

1' - 4"

10' - 0"

1" 4"

1"

2"

4" 10 3/4" 1 1/4" 9' - 6" 1' - 0"

EXISTNG EMBEDDED CHANNEL

5' - 1" ±

1" EXPANSION

JOINT W/ DOUBLE

WS TYPE C

RAISED EXISTING

CLEAT (NOTE 3)

T/ RAISED CLEAT PEDESTAL

EL 10.70 (YS503)

T/ EXISTING

CONCRETE CURB

EL 10.70

SAWCUT AND

REMOVE EXISTING

CURB TO THE

NORTH (YD101)

T/ EXISTING

CONCRETE

EL 9.70

BASE PL

STIFFENER

PL 3/8" X 4" (TYP)

SPLICE PL 3/8"

ALIGN EMBEDDED CHANNEL

WITH EXISTING EMBEDDED

CHANNEL (TYP)

2'

0"

EXISTING DD1E ENTRANCE STRUCTURECENTER WALL

4" 8"

1'

4"

DRILL 9/16" DIA HOLE

THROUGH EXISTING

CURB FOR 1/2" DIA

BOLT WITH WASHERS

AT EACH END AND

NUT; CL OF DRILLED

HOLE 6" FROM T/ CURB

END PL

3/8" X 4 5/8" X 1'-1"

END PL

3/8" X 3" X 1'-1"

T/ CENTER

WALL EL 9.70

T/ CURB

EL 10.70

BOLTED

CONNECTION

(C5/YS523)

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

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TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

LT

I-M

IS

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N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

1/ 2 0

:5 5 :

P

M

C

EN

TE

R

W

AL

L

- C

O N

C R

ET

E

- P

LA

N S

SH

EE

T

O F

YS106

DAM NJD ZRM

12823198 266 1056

8' 0 8' 16' 1/8" = 1'-0"

NOTES:

1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS

ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK

VALVES IN CURBS ALONG DD1N.

2. INSTALL REMOVABLE CURB FOR SUPER FLOOD ONLY.

3. RAISE EXISTING CLEAT BY CONSTRUCTING CONCRETE

PEDESTAL FROM EL 9.70 TO EL 10.70 AS SHOWN. ROUGHEN

EXISTING CONCRETE AT EL 9.70 TO 1/4" FULL AMPLITUDE.

PEDESTAL REINFORCEMENT, CLEAT BLOCKOUT AND STEEL

BULLNOSE SHALL BE PER THE DETAILS ON DWG YS503.

DRILL AND GROUT PEDESTAL REINFORCEMENT INTO

EXISTING CONCRETE. EXTEND EXISTING CLEAT ANCHORS

USING THREADED COUPLERS AND THREADED BARS

MATCHING THE PROPERTIES OF THE EXISTING ANCHORS.

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 9.70

SCALE: 1/2" = 1'-0" A4ENLARGED PLAN

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

0 1 /2

9/

YS333

A3

YS326

CENTER WALLCL

ST

A

0+

.0

0 + 00

M

AT

C H

LI

N

E (S

EE

Y

S1

1 + 00

HEAD END WALL

49' - 0"

PRECAST

CONCRETE

MONOLITH B2

A3

YS334

1" EXPANSION JOINT

ELECTRICAL

UTILITY TUNNEL

MECHANICAL

UTILITY TUNNEL

18' - 4" CONNECTING STRUCTURE

TO EXISTING PUMPWELL

FIXED

LADDER

(YS519, TYP)

A3

YS335

DD1N SE STAIR

DN

UP

UP

/8

M08

M08

M08

ELECTRICAL

MANHOLE

AC-524 (7'-8"

DEEP)

FIXED

LADDER

(YS519, TYP)

EL -5.28

EL -5.28

18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"

2'

0" 5'

6"

5'

6" 2'

0"

5'

8"

5'

4"

6'

5" 4'

7"

6' - 0" 49' - 0" 6' - 0" 40' - 4" 18' - 8"

PRECAST

CONCRETE

MONOLITH B1

5' - 7 1/2" 8' - 1 1/4" 22' - 3 1/4"

7'

1/

2" 7'

6"

EL -15.95

EL -22.96

EL -2.62

2" DEEP X 4" WIDE,

GUTTER (TYP)

M08

PROVIDE ANTI-SKID

SAFETY COATING

ON RAMP (TYP)

1/ 8"

21' - 7 3/4"

18' - 7 1

/4"

4' - 2" 5' - 2"

2'

0" 6'

0"

FLOOR ACCESS

DOOR (YS519)

1" EXPANSION JOINT

EXCEL BRACING

WALL ANCHORS @

8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

1" EXPANSION

JOINT BELOW

2'

1/

2" 3'

0"

7'

1/

2"

FILLING CULVERT GATE SLOT

(FILL WITH MARINE CONCRETE)

1" EXPANSION JOINT WITH

EXISTING ENTRANCE STRUCTURE

20' - 8"

CJ AND WS

TYPE A (TYP)

CJ AND WS

TYPE A (TYP)

(T

YP

EQ

(T Y P

EQ

DD1W NE STAIR

CJ (TYP) 3'

6" 3'

0"

3' - 0"

/8

8"

4' - 6"

2' - 5 3/4"

1' - 0"

5'

0"5'

0"

5"

FILLING CULVERT TRASHRACK SLOT

(FILL WITH MARINE CONCRETE)

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

1/ 2 0

:0 9 :

P

M

C

EN

TE

R

W

AL

L

- C

O N

C R

ET

E

- P

LA

N S

SH

EE

T

O F

YS110

DAM NJD ZRM

12823202 270 1056

8' 0 8' 16' 1/8" = 1'-0"

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL -5.28

NOTES:

1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

VM

G

AM

EN

DM

E N T

0 1 /2

9/

YS333

A3

YS326

A3

YS334

ST

A

0+

.0

0 + 001 + 00 0 + 50

M

AT

C H

LI

N

E (S

EE

Y

S1

49' - 0"

CENTER

WALL

CL

6'-0" x 9'-0" DISCHARGE

CULVERT EXTENSION

INV EL -13.95 (NOTES 1 AND 2)

4'-0" x 6'-0" FILLING

CULVERT EXTENSION

WITH TRASHRACK

INV EL -13.95 (NOTE 1

AND YS520, DETAIL B2)

DD1N HEAD

END WALL

T/ WALL

EL -22.96

CONNECTING STRUCTURE

TO EXISTING PUMPWELL

1" EXPANSION

JOINT

A3

YS335

DD1W NE STAIR

EL 15.95

PRECAST

CONCRETE

MONOLITH B1

9' - 4"

5'

6" 6'

0"

LADDER (TYP)

EL -13.95

EL -13.95

6' - 0" 49' - 0" 6' - 0" 40' - 4" 18' - 8"

4' - 0"

3' - 0"

6' - 0"

2' - 0"

PRECAST CONCRETE

MONOLITH B3

EL -12.95

ELECTRICAL MANHOLE

AC-524

4'

0"

4'

0"

CJ

CJ CJ

CJ CJ

CJ CJ

UP

UP

EL -18.20

3' - 0" 4' - 0" 3' - 0"

4'

0"

3'

/8

6'

0"

4'

1/

4"

4'

0"

PRECAST

CONCRETE

MONOLITH B2

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

EXCEL BRACING WALL

ANCHORS @ 8'-0" OC AT EL 9.57

AND EL -15.43 (YS512)

23' - 0" 10' - 0"

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

WS TYPE A,

ALL AROUND (TYP)

DOUBLE WS TYPE C,

ALL AROUND

CULVERT

CJ AND WS TYPE A,

AT EXTERIOR WALLS

AND FLOOR

CJ AND WS TYPE A, AT

EXTERIOR WALLS AND

FLOOR

CJ

SLUICE GATE NOT

SHOWN (SG-9)

FLAP GATE

NOT SHOWN

(FG-1)

DD1N SE STAIR

FILLING CULVERT

GATE SLOT

FILLING CULVERT

TRASHRACK SLOT

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

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IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

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Y N

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

1/ 2 0

:2 2 :

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EE

T

O F

YS112

DAM NJD ZRM

12823204 272 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL -12.00

8' 0 8' 16' 1/8" = 1'-0"

1. PROVIDE AND MAINTAIN DOUBLE VALVE PROTECTION

FOR THE DD1E FILLING AND DISCHARGE CULVERTS AT

ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO

INCLUDE REMOVAL SEQUENCING OF EXISTING

EQUIPMENT IN DD1E PUMPWELL, INCLUDING EXISTING

STOPLOG IF REQUIRED, IN THE CONTRACTOR'S

CONSTRUCTION PLAN SUBMITTED FOR APPROVAL BY

THE CONTRACTING OFFICER.

2. AFTER THE EXISTING DD1E PUMPWELL CEASES TO

DISCHARGE THROUGH THE DISCHARGE CULVERT,

REMOVE FLAP VALVE AND FILL DISCHARGE CULVERT

WITH 1-FT OF MARINE CONCRETE AT THE FACE OF THE

CENTER WALL AND NON-MARINE BACKFILL CONCRETE

IN THE REMAINDER OF THE DISCHARGE CULVERT UP

TO THE DEWATERING PUMP COVER PLATES.

NOTES:

AM

EN

DM

E N T

0 1 /2

9/

YS322

A3

YS327

A3

YS328

ST

A

4+

.8

M

AT

C H

LI

N

E (S

EE

Y

S1

5 + 00 4 + 50 4 + 00

CENTER

WALL

CL

ST

A

5+

.3

DD1N ENTRANCE

STRUCTURE

DRAINAGE

SUMP PIT

5'-0" x 6'-0"

DRAINAGE/ DEWATERING

CULVERT FROM DD1E

DEWATERING

CHAMBER

PRECAST

CONCRETE

MONOLITH B9

D D

1N E

N

TR

AN

C

E

ST

R U

C

TU

R E

DD1W ENTRANCE

STRUCTURE (P-310)

FIXED LADDER

(YS519, TYP)

CJCJ CJ

49' - 0"

A3

YS323

EX

IS

TI

N

G D

D 1W

E N

TR

AN

C E

ST

R

U C

TU

R

E

(P -3

DRAINAGE

VALVE PIT

CJ

CJ

3' - 0"4' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"

5'

0"

5'

0"

7' - 0" 2' - 6"

3' - 0" 34' - 4" 3' - 0" 6' - 2" 6' - 0" 4' - 0" 35' - 6" 7' - 6" 2' - 0"

PRECAST

CONCRETE

MONOLITH B8

4'

0" 4'

0"

4'

0" 4'

0"

6' - 2"

4' - 0" 35' - 6" 7' - 6"

2' - 0"

4'

0" 4'

0"

5'

0"

4'

0"

4'

0"

CJ

CJ

EL -50.43

EL -46.43

EL -50.43

DRAINAGE

VALVE PIT

EL -40.00

TOPPING SLAB

EL -36.43

TOPPING SLAB

EL -36.43

SAND TRAP

(TYP)

23' - 0" 3' - 0" 8' - 4"

FIXED LADDER

(YS519)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

CJ AND WS TYPE A, CONTINUOUS

ALL AROUND (TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND (TYP)

WS TYPE A, ALL

AROUND (TYP)

CJ AND WS TYPE A,

CONTINUOUS ALL

AROUND

(4) 8" DIA SS TYPE 316L, SCH 10S

DISCHARGE PIPES ABOVE

DEWATERING CHAMBER (TYP)

(4) 8" DIA SS TYPE 316L, SCH

10S DISCHARGE PIPES

ROUTED UP TO EL 11.50 AT

WEST END OF ENTRANCE

STRUCTURE (TYP)

PLACE REINFORCEMENT TO

ALLOW FOR FUTURE CORE

DRILLING FOR DISCHARGE PIPE

ROUTING (TYP)

EL -27.00 (TYP)CL

1'

6" 8'

1'

6" 8'

1'

6"

0" 1'

0"

1'

1" 2' - 8"

3' - 0"

2' - 8"

3'

0" 3'-0" x 3'-0" SUMP PIT, INVERT EL -51.93

3'

0"

SUMP PIT,

INVERT EL -51.93

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KEY PLAN

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

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F

AC

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IN

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O M

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 1/

/2

: 5

1:

A M

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SH

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T

O F

YS113

DAM NJD ZRM

12823205 273 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN AT EL -36.00

8' 0 8' 16' 1/8" = 1'-0"

AM

EN

DM

E N T

0 1 /2

9/

YS336

0 + 00

T/ CURB

EL 13.00

T/ WALL

EL 12.00

CONNECTING

STRUCTURE

TO EXISTING

PUMPWELL

CURB

1' - 0"

UP

CL CENTER

WALL

CJ

2'

9"

NORTH DOCKWALL

4'

3"

1'

0"

SCUPPER

(YS503, TYP)

HEAVY DUTY

FLOOR

ACCESS DOOR

(YS519)

10' - 0"

EL 9.70

WATER LEVEL

MARKER BOARD

(YS505)

EL 9.70

WATER LEVEL

MARKER BOARD

(YS505)

EL -15.95

5' - 8"

C U

R B

1'

0"

1" EXPANSION

JOINT WITH

WS TYPE E

HEAVY DUTY

FLOOR

ACCESS DOOR

(YS519)

4'

8"

4'

8"

3'

7/

8"

2' - 6"

11' - 11 5

/8"

3' - 5 3/4" 3' - 1"

2' - 6" 21' - 2 3/4"

2'

3'

1"

WINCH AND

CONCRETE PAD

(YS504)

DD1NCL

1" EXPANSION JOINT1" EXPANSION

JOINT

WINCH

CONTROLLER

8' - 9"

/2

FIXED LADDER

(YS519, TYP)

HEAVY DUTY

FLOOR ACCESS

DOOR (YS519)

FILLING CULVERT

TRASHRACK SLOT (FILL

WITH MARINE CONCRETE)

FILLING CULVERT GATE

SLOT (FILL WITH MARINE

CONCRETE)

A3

YS336

0 + 00

CL CENTER

WALL

EL 2.09

NORTH DOCKWELL

FIXED LADDER

(YS519, TYP)

EL -8.28

M08

UT-100.3

SHIPS LADDER

2' - 0" 6' - 0" 2' - 0"

EL -2.62

EL -5.28

EL -8.28

EL -8.28

EL -3.61

10' - 0"

4' - 0" 3' - 0"

WATER LEVEL

MARKER

BOARD (YS505)

HANDRAIL

(YS523, TYP)

1" EXPANSION

JOINT WITH WS

TYPE E

FIXED LADDER

(YS519, TYP)

SLOPE

/4

5'

0"

/2

1" EXPANSION

JOINT WITH

WS TYPE E

2'

0" 6'

0"

2'

0"

UP

UP

DN

UP

4' - 0"

DN

EL -18.20

3'-0 x 3'-0"

COLUMN (TYP)

EL -18.20

EL -5.28

GUTTER

EL -8.28

WATER LEVEL

MARKER BOARD

(YS505)

EL -15.95

CJ

FLOOR

ACCESS DOOR

(YS519, SIM)

FLOOR

ACCESS DOOR

(YS519, SIM)

SHIPS LADDER

ELECTRICAL

MANHOLE TC-6

ELECTRICAL

MANHOLE

AC-521

ELECTRICAL

MANHOLE TC-6

3'

0"

WS TYPE E

1" EXPANSION JOINT

WITH WS TYPE C, ALL

AROUND CULVERT

CONNECTIONS

1' - 4 1/2" 3' - 0"

1' - 4 1/2"

2'

1/

4"

3'

0"

/8

6'

5" 2'

3/ 4"

2'

6" 1'

1/

2"

2' - 8 1/4" 2' - 6" 9 3/4"

/8

8"

FILLING CULVERT

TRASHRACK SLOT (FILL

WITH MARINE CONCRETE)

FILLING CULVERT GATE

SLOT (FILL WITH MARINE

CONCRETE)

A3

YS336

0 + 00

PRECAST

CONCRETE

SLAB A1

CL CENTER

WALL

5'-0" x 6'-0"

DRAINAGE/

DEWATERING

CULVERT

FROM DD1E

T/ TOPPING SLAB

EL -36.43

PRECAST

CONCRETE

MONOLITH B1

6'-0" DIA

DRILLED SHAFT

1" EXPANSION JOINT

WITH WS TYPE E, ALL

AROUND CULVERTCJ

CJ

WATER LEVEL

MARKER BOARD

(YS505)

T/ FLOOR

EL -36.43

NORTH

DOCKWALL

WS TYPE A

(TYP)

LEGEND:

FLOAT-IN PRECAST CONCRETE

MONOLITHS

EXISTING

CAST-IN-PLACE CONCRETE

TREMIE CONCRETE

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

C

AP

IT

AL

IM

PR

O

VE

M

EN

T C

O R

E N

AV

AL

S

TA

TI

O

N N

O R

FO

LK

, V

IR

G

IN

IA

P-

M

U

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N D

R Y

D O

C K

#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fil es

\D

RY

D S

W T R

-1

5 9

-S 1_ nd y o co _r em ot e.

rv t 2/

2/ 2 0

1:

1 1

:1

A M

D D

1N H

EA

D

E N

D W

AL

L

- C O

N C

R

ET

E

- P

LA

N

S

YS117

DAM NJD ZRM

12823209 277 1056

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 12.00

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL 2.09

PLAN NORTH

SCALE: 1/8" = 1'-0"

PLAN EL -36.43 8' 0 8' 16'

1/8" = 1'-0"

NOTES:

1. THE SCUPPERS WITH INLINE CHECK VALVES AROUND

DD1W AND THE SCUPPERS WITHOUT INLINE CHECK VALVES

AROUND DD1N.

2. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE

ARCHITECTURE DRAWING UA601 AND PA601. FOR

STRUCTURAL DETAILS, SEE PS503, PS504, US508 AND

US513.

AM

EN

DM

E N T

1 1 /1

6/

VM

G

AM

EN

DM

E N T

1 2 /1

8/

VM

G

AM

EN

DM

E N T

0 1 /2

9/

YS340

A3

YS338

DD1N

10' - 0"

CENTER WALLCL

EXISTING PUMPWELL

DD1W EXISTING DD1E

CRANE RAIL

BLOCKOUT

DN

HEAD END WALL

EL -15.95

0 + 00

A3

YS341

A3

YS342

A3

YS339

SEE UTILITY

ENCLOSURE

DRAWINGS (TYP)

EL 9.70

T/ CURB EL 13.00

T/ WALL EL 12.00

/8

/2

5'

0"