1364315_dwg_05of18_PH1_V1_Structural.pdf

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO

SUPPLEMENT CONTRACT SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE PROVISIONS AND REQUIREMENTS

OF CONTRACT SPECIFICATIONS.

B. COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS.

C. VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES FROM CONTRACT DRAWINGS TO

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS FROM

STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING. UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT SITE AND ADJACENT TO SITE. VISITS TO THE SITE BY CONTRACTING OFFICER'S REPRESENTATIVE DO NOT RELIEVE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR SPECIFICATIONS, PROVIDE CONSTRUCTION OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. WHERE SECTIONS VARY, PROVIDE FOR SMOOTH TRANSITIONS BETWEEN

THEM, UNLESS NOTED OTHERWISE.

F. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS

NOTED OTHERWISE.

G. FOR VERTICAL DATUM INFORMATION SEE SHEET 1-VF001.

H. 1-S-001 & 1-S-002 APPLY TO SHEETS NAMED 1-S-XXX, 1-SDXXX, & 1-SSXXX.

2. DESIGN STANDARDS:

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2018 AS MODIFIED BY THE FOLLOWING UNIFIED FACILITIES

CRITERIA.

1. UFC 1-200-01 (8 OCTOBER 2019 WITH CHANGE 1, 1 OCTOBER 2020) DoD BUILDING CODE

2. UFC 3-301-01 (1 OCTOBER 2019) STRUCTURAL ENGINEERING

3. UFC 4-010-01 (12 DECEMBER 2018 WITH CHANGE 1, 19 AUGUST 2020) DoD MINIMUM ANITITERRORISM STANDARDS FOR

BUILDINGS

4. UFC 4-150-07 (19 JUNE 2001 WITH CHANGE 1, 1 SEPTEMBER 2012) MAINTENANCE AND OPERATION: MAINTENANCE OF

WATERFRONT FACILITIES

5. UFC 4-151-10 (10 SEPTEMBER 2001 WITH CHANGE 1, 1 SEPTEMBER 2012) GENERAL CRITERIA FOR WATERFRONT

CONSTRUCTION

6. UFC 4-152-01 (24 JANUARY 2017) DESIGN: PIERS AND WHARVES

7. UFC 4-213-10 (18 MAY 2020) GRAVING DRY DOCKS

B. ASCE 7, AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016.

C. ACI 318, AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

D. AISC 325, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 15th EDITION, 2017.

E. AISC 360, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016.

F. AISI, AMERICAN IRON AND STEEL INSTITUTE, COLD-FORMED STEEL DESIGN MANUAL, 2017.

3. SPECIAL INSPECTIONS: SEE SECTION 01 45 35 WITH ATTACHMENTS.

4. DESIGN LOADS:

A. RISK CATEGORY: IV.

B. COLLATERAL LOAD: 30 PSF ON ELEVATED FLOOR AND ROOF FRAMING TO ACCOUNT FOR DUCTWORK, PIPING INCLUDING FIRE

PROTECTION, LIGHTING, AND ELECTRICAL.

C. LIVE LOADS

1. FLOOR LIVE LOAD: 300 PSF

2. INTERMEDIATE LEVEL CONCRETE DECK (WITH SAFETY BEAMS): 125 PSF

3. MAINTENANCE ACCESS PLATFORMS: 100 PSF

D. EQUIPMENT LOADS (OPERATING)

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS. FRAMING AND FOUNDATIONS ARE DESIGNED FOR

EQUIPMENT THAT SATISFIES CONTRACT SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN WEIGHTS INDICATED OR REQUIRES STRUCTURAL CHANGES FOR ANY OTHER

REASON, PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL WORK NECESSARY TO SUPPORT LOADS IN ACCORDANCE WITH DESIGN STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO OWNER AND WITH NO INCREASE

IN CONTRACT TIME.

3. PUMPWELL 8 DRAINAGE PUMP 1 (DP-1): 11,470 LBF

4. PUMPWELL 8 DRAINAGE PUMP 2 (DP-2): 11,470 LBF

5. PUMPWELL 8 DRAINAGE PUMP 3 (DP-3): 11,470 LBF

6. PUMPWELL 8 DRAINAGE PUMP 4 (DP-4): 11,470 LBF

7. PUMPWELL 8 DRAINAGE PUMP 5 (DP-5): 11,470 LBF

8. PUMPWELL 8 SWITCHGEAR (PW-SWGR):28,000 LBF

9. PUMPWELL 8 MAIN DEWATERING PUMP MOTOR CONTROL CENTER (PW-MCC-MDP-2-1, PW-MCC-MDP-3-1, PW-MCC-MDP-4-1):

8,750 LBF

10. PUMPWELL 8 DRAINAGE PUMP MOTOR CONTROL CENTER (PW-MCC-DP): 8,750 LBF

11. PUMPWELL 8 TRANSFORMER 1 (PW-XFMR-1): 2,000 LBF

12. PUMPWELL 8 TRANSFORMER 2 (PW-XFMR-2): 500 LBF

13. PUMPWELL 8 GENERATOR (GEN-1): 115,000 LBF

14. PUMPWELL 8 FUEL TANK (FT-1): 104,400 LBF

A. CRANE LOADS

1. MONORAIL

a. LIFT CAPACITY: 10 TONS.

b. MINIMUM HOOK HEIGHT: 40 FT.

c. MAXIMUM WHEEL LOADS (ASD) INCLUDING IMPACT: 26.4 KIPS VERTICAL, 4.0 KIPS LATERAL, 2.0 KIPS LONGITUDINAL.

2. PORTAL CRANE

a. REFER TO PORTAL CRANE LOADING DIAGRAM ON S-002.

F. SNOW LOADS

1. GROUND SNOW LOAD: 10 PSF.

2. FLAT-ROOF SNOW LOAD: 12 PSF.

3. EXPOSURE FACTOR: 0.8.

4. IMPORTANCE FACTOR: 1.2.

5. THERMAL FACTOR: 1.2.

G. WIND LOADS

1. BASIC DESIGN WIND SPEED: 132 MPH 3-SECOND GUST.

2. ALLOWABLE STRESS DESIGN WIND SPEED: 103 MPH 3-SECOND GUST.

3. EXPOSURE: D.

4. BUILDING CONDITION: ENCLOSED, GCpi = +/- 0.18

5. TOPOGRAPHIC FACTOR: 1.0.

H. EARTHQUAKE LOADS

1. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss = 0.086, S1 = 0.04.

2. SITE CLASS: E.

3. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sds = 0.138, Sd1 = 0.112.

4. SEISMIC DESIGN CATEGORY: C.

5. IMPORTANCE FACTOR: 1.5.

K. SERVICEABILITY CRITERIA

1. STRUCTURAL STEEL FLOOR AND ROOF FRAMING DEFLECTION LIMIT:

a. L/240: TOTAL LOAD VERTICAL DEFLECTION

2. MONORAIL BEAMS

a. L/450: WHEEL LOAD VERTICAL DEFLECTION

3. WIND DRIFT FOR STRUCTURE

a. H/480 BASED ON WIND SPEED WITH A 10 YEAR MEAN RECURRANCE INTERVAL.

5. GEOTECHNICAL INFORMATION:

A. SOURCES:

1. "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES, P-678 DRY DOCK 8 SALTWATER FOR CVN-78, GET SOLUTIONS INC., DATED 23 JUNE 2021 (GET PROJECT NUMBER VB20-261G)

2. "GEOTECHNICAL MEMORANDUM FOR THE PROPOSED NEW PUMP STATIONS, NEW SUBSTATIONS, GENERATORS, FUEL TANKS, AND UPGRADES TO THE EXISTING PUMPWELL FOR P-678 DRY DOCK 8 SALTWATER SYSTEM FOR CVN-78 CLASS

SHIPS, PORTSMOUTH, VIRGINIA" DATED 21 JUNE 2021. (EMI PROJECT NUMBER 20-143)

B. SITE PREPARATION

1. PROVIDE EXCAVATION, FILL,AND BACKFILL IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS DIVISION 31.

2. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR

FOOTINGS ARE TO BE PLACED SO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS

POTENTIALLY UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 122 PCF MOIST.

2. FROST PENETRATION: 9".

3. WATER TABLE DEPTH: APPROXIMATELY 6 TO 8 FEET BELOW EXISTING GRADES.

D. LATERAL EARTH PRESSURE

1. UNCONTROLLED FILL (0'-41.5' BELOW GRADE)

a. AT-REST CONDITION, Ko: 0.56 PCF

b. ACTIVE CONDITION, Ka: 0.39 PCF

c. PASSIVE CONDITION, Kp: 2.66 PCF

2. YORKTOWN FORMATION (41.5' - 100' BELOW GRADE)

a. AT-REST CONDITION, Ko: 0.44 PCF

b. ACTIVE CONDITION, Ka: 0.28 PCF

c. PASSIVE CONDITION, Kp: 3.54 PCF

E. SLAB, MAT, AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 20 PCI.

2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 320 PSF.

3. MINIMUM BEARING DEPTH: 12".

F. STEEL PIPE PILES

1. PROVIDE IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, SECTION 31 62 16.13.

2. MINIMUM DESIGN CAPACITIES (FS=2.5)

a. SEE FOUNDATION DRAWINGS FOR PILE CAPACITIES USED AND TIP ELEVATIONS.

3. PILE DRIVING

a. PDA TEST PILE LOCATION AS SHOWN ON PLANS

b. ONE TEST PILE IS REQUIRED AT EACH SITE STRUCTURAL EQUIPMENT FOUNDATION.

c. TEST PILE MUST BE DRIVEN PRIOR TO PRODUCTION PILES.

d. TEST PILE MUST BE AT LEAST 10 FT LONGER THAN INDICATED PILE LENGTH.

e. TEST PILE MUST BE RESTRUCK AFTER 14 DAYS.

f. FOR PILE CAPACITY SEE 1-SS502 THROUGH 1-SS504.

G. STEEL MICROPILING

1. PROVIDE IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, SECTION 31 63 33.

2. MINIMUM DESIGN CAPACITIES (PRESSURE GROUTED; FS=3.0)

a. COMPRESSION: 150 KIPS (ALLOWABLE).

b. UPLIFT: 100 KIPS (ALLOWABLE).

c. LATERAL: 6 KIPS (ALLOWABLE).

3. ESTIMATED LENGTH: 70 FT

6. MATERIALS: SEE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE: 03 30 00

1. PREPARE AND PLACE REINFORCED CONCRETE IN ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE AS MODIFIED

BY CONTRACT DOCUMENTS.

2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4,500 PSI, NORMAL WEIGHT.

3. FORMWORK

a. CONTRACTOR IS RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND CONSTRUCTION OF

CONCRETE FORMWORK IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

b. COORDINATE CONCRETE WORK WITH PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED

ITEMS INDICATED ON CONTRACT DRAWINGS OR IN CONTRACT SPECIFICATIONS.

c. SLEEVE OR EXISTING PIPING OR UTILITIES PASSING THROUGH CONCRETE, UNLESS NOTED OTHERWISE. SEE OTHER

DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF

DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

4. REINFORCING STEEL

a. BARS: ASTM A706 GRADE 60 GALVANIZED PER ASTM A767 CLASS 1, OR ASTM A1094.

(1) ASTM 767 REQUIRES THAT BARS BENT COLD PRIOR TO HOT DIP GALVANIZING MUST BE FABRICATED TO A

MINIMUM BEND DIAMETER EQUAL TO 7 IN FOR #7 BAR AND 8 IN FOR #8 BAR.

b. REINFORCE ALL CONCRETE UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR "UNREINFORCED".

c. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF

STANDARD PRACTICE. DO NOT INSERT REINFORCEMENT INTO FRESH OR PARTIALLY HARDENED CONCRETE.

d. PROVIDE MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:

(1) CONCRETE CAST IN PLACE: 3".

(2) PRECAST CONCRETE: 2".

e. CONFORM EMBEDMENT AND LAP SPLICE LENGTHS TO TABLES AND DETAILS ON CONTRACT DRAWINGS, UNLESS

NOTED OTHERWISE.

f. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AND CORNER BARS AT INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH TYPICAL DETAILS ON CONTRACT DRAWINGS, UNLESS NOTED OTHERWISE.

g. EPOXY GROUT: ASTM C881, TYPE IV, GRADE 2 OR 3, WITH EMBEDMENT TO DEVELOP YIELD STRENGTH OF BAR, UNLESS NOTED OTHERWISE.

5. JOINTS

a. LOCATE CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTS AS INDICATED OR SPECIFIED, OR AS OTHERWISE APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE.

b. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS OF LAITANCE TO EXPOSE CLEAN COARSE

AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, THOROUGHLY CLEAN AND WET SURFACE OF CONSTRUCTION JOINT. THESE PROVISIONS MUST ALSO APPLY WHEN CONCRETE IS PLACED

AGAINST EXISTING CONCRETE.

c. IN ADDITION, WHEN CONCRETE IS PLACED AGAINST EXISTING CONCRETE, ADEQUATELY PREPARE SURFACE BY

ROUGHENING TO 1/4" AMPLITUDE AND APPLYING BONDING AGENT.

d. PROVIDE WATERSTOPS AT ALL CONCRETE JOINTS BELOW ELEVATION 109'-0", UNLESS NOTED OTHERWISE.

6. CONCRETE FILL

a. SELF-CONSOLIDATING CONCRETE FOR FILLING EXISTING TUNNELS AND FLUMES MUST HAVE A COMPRESSIVE STRENGTH (f'c) OF 3000 PSI MINIMUM AT 28 DAYS.

B. STRUCTURAL STEEL: SECTION 05 12 00

1. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 15th EDITION AND

AISC 303-16 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AS MODIFIED BY CONTRACT

DOCUMENTS.

2. DESIGN AND PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED, AND DO NOT REMOVE IT UNTIL ALL PERMANENT

LATERAL-LOAD-RESISTING ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C, Fy = 50 KSI.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C, Fy = 46 KSI.

7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

C. STRUCTURAL STEEL (CONTINUED): SECTION 05 12 00

8. BOLTS

a. 3/4" DIAMETER ASTM F3125 GRADE A325 HOT-DIP GALVANIZED WITH DIRECT TENSION WASHERS, UNLESS NOTED

OTHERWISE.

b. FRAMING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

c. BRACING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

d. DIRECT TENSION INDICATOR WASHERS: ASTM F959.

e. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO COLUMN WEB OR GIRDER WEB DIRECTLY OVER COLUMN, PROVIDE TEMPORARY SEAT ANGLE ATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM, MINIMUM L4X3X3/8 LLH WITH TWO BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM STRUCTURAL ENGINEER OF RECORD.

9. WELDING: AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN WHERE REQUIRED.

10. HEADED STUDS

a. ASTM A108, GRADE 1015 OR 1020

11 ANCHOR RODS

a. ASTM F1554 GRADE 55/SUPPLEMENT S1 HOT-DIP GALVANIZED UNLESS SPECIFICALLY NOTED AS GRADE 36 OR 105.

b. LOCATE ANCHOR RODS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN POSITION WHILE PLACING

CONCRETE. PROTECT IN-PLACE ANCHOR RODS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM STRUCTURAL ENGINEER

OF RECORD:

A. INSERTING ANCHOR RODS INTO FRESH OR PARTIALLY HARDENED CONCRETE.

B. SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR RODS ARE INDICATED.

C. REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR RODS.

12. POST-INSTALLED MECHANICAL ANCHORS

a. CARBON STEEL GALVANIZED PER ASTM A153 MANUALLY EXPANDED WEDGE TYPE, UNLESS NOTED OTHERWISE.

b. PROVIDE ANCHORS THAT HAVE BEEN TESTED AND ASSESSED IN ACORDANCE WITH LATEST EDITION OF APPLICABLE

ACCEPTANCE CRITERIA AND SUBMIT CORRESPONDING ICC EVALUATION SERVICE REPORTS

(1) MECHANICAL ANCHORS IN CONCRETE: ICC-ES AC193.

(2) EXPANSION ANCHORS IN MASONRY: ICC-ES AC01.

(3) PREDRILLED FASTENERS (SCREW ANCHORS) IN MASONRY: ICC-ES AC106.

13. POST-INSTALLED ADHESIVE ANCHORS

a. ASTM F1554 GRADE 55 HOT-DIP GALVANIZED THREADED ROD WITH ASTM C881 TYPE IV GRADE 3 EPOXY OR HYBRID

RESIN ADHESIVE (HILTI HIT-HY 200 OR APPROVED EQUIVALENT), UNLESS NOTED OTHERWISE.

b. DO NOT USE BULK-MIXED ADHESIVES. PROVIDE THREADED ROD COMPATIBLE WITH ADHESIVE AND ACCEPTABLE TO

MANUFACTURER.

c. DESIGN BOND STRENGTH HAS BEEN BASED ON CRACKED CONCRETE. SEE SPECIFICATION SECTION 05 05 20.00 27

POST INSTALLED CONCRETE AND MASONRY ANCHORS.

d. PROVIDE ANCHORS AS ENTIRE SYSTEM INCLUDING, BUT NOT LIMITED TO, MANUFACTURER'S PRINTED INSTRUCTIONS

AS FURNISHED WITH ADHESIVE, ADHESIVE CARTRIDGE, MIXING NOZZLE, EXTENSION TUBE, DISPENSER, AND ALL

REQUIRED EQUIPMENT FOR PROPERLY CLEANING DRILLED HOLE.

e. PROVIDE ANCHOR SYSTEMS THAT HAVE BEEN TESTED AND ASSESSED IN ACORDANCE WITH LATEST EDITION OF APPLICABLE ACCEPTANCE CRITERIA AND SUBMIT CORRESPONDING ICC EVALUATION SERVICE REPORTS

(1) ADHESIVE ANCHORS IN CONCRETE: ICC-ES AC308.

(2) ADHESIVE ANCHORS IN MASONRY: ICC-ES AC58.

(3) ANCHORS IN UNREINFORCED MASONRY: ICC-ES AC60.REFER TO ARCHITECTURAL DRAWINGS FOR

MISCELLANEOUS STEEL NOT INCLUDED IN STRUCTURAL DRAWINGS. INCLUDE MISCELLANEOUS STEEL IN

SHOP DRAWINGS SUBMITTED FOR REVIEW AND APPROVAL.

e. ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLUDED MUST BE INSTALLED BY A CERTIFIED ADHESIVE

ANCHOR INSTALLER.

f. INSTALLATIONS REQUIRING CERTIFIED INSTALLERS MUST BE INSPECTED DURING INSTALLATION BY AN INSPECTOR

SPECIFICALLY APPROVED FOR THAT PURPOSE BY THE CONTRACTING OFFICER.

14. REFER TO ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL NOT INCLUDED IN STRUCTURAL DRAWINGS. INCLUDE

MISCELLANEOUS STEEL IN SHOP DRAWINGS SUBMITTED FOR REVIEW AND APPROVAL.

15. GROUT: CEMENTITIOUS NONSHRINK

16. HOT-DIP GALVANIZE ALL STRUCTURAL AND MISCELLANEOUS STEEL, INCLUDING ALL FASTENERS, WITH THE EXCEPTION OF

STAINLESS STEEL.

17. RESTORE GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO FIELD WELDING WITH FIELD-APPLIED GALVANIZING

COMPOUND.

18. GALVANIZE AND FABRICATE STEEL IN ACCORDANCE WITH ASTM 123, A384 AND A385. GALVANIZED AFTER FABRICATION, UNLESS NOT RECOMMENDED BY ASTM STANDARDS SPECIFIED. THOROUGHLY CLEAN WELD SLAG, WELD SPLATTER, OIL, GREASE, DIRT AND OTHER FOREIGN MATTER FROM SURFACES FOR GALVANIZING. PROVIDE DRAIN HOLES AND BRACING

PER ASTM A384 AS REQUIRED.

19. (+/-X) INDICATES TOP OF STEEL OFFSET FROM PLAN TOP OF STEEL ELEVATION.

D. STEEL BAR GRATING: SECTION 05 53 00

1. FABRICATE AND INSTALL STEEL BAR GRATING IN ACCORDANCE WITH NAAMM MANUALS AS MODIFIED BY CONTRACT

DOCUMENTS.

2. MATERIAL: ASTM A1011, GALVANIZED.

3. CONSTRUCTION: WELDED.

4. MAIN BEARING BARS: 1 1/2" X 3/16" 19-W-4.

5. CROSS BARS: AT 4" CENTERS.

6. SURFACE: SERRATED.

7. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FT WIDE.

7. DEMOLITION NOTES:

A. PLANS, SECTIONS, AND DETAILS OF EXISTING STRUCTURES ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS. DIMENSIONS

OF EXISTING CONSTRUCTION ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY EXISTING CONSTRUCTION PRIOR TO

BEGINNING WORK.

B. PLANS AND DETAILS SHOWN ON THESE DEMOLITION DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR IS DIRECTED TO

REFERENCE EXISTING DRAWINGS FOR ADDITIONAL INFORMATION.

C. COORDINATE WITH CIVIL, ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DEMOLITION SHEETS.

D. EXISTING REINFORCING MUST NOT BE DISTURBED UNLESS OTHERWISE NOTED. SIZE AND LOCATION OF EXISTING REINFORCING

IS NOT SHOWN FROM ORIGINAL DESIGN DRAWINGS. IN AREAS WHERE EXISTING REINFORCING IS TO REMAIN, CONTRACTOR MUST SCAN TO VERIFY LOCATION OF REINFORCING. PROVIDE NOTIFICATION OF ANY DISCREPENCIES PRIOR TO DEMOLITION AND

DRILLING.

E. REPAIR AND/OR PATCH EXISTING-TO-REMAIN SURFACES FOLLOWING DEMOLITION OR DECONSTRUCTION OF ATTACHED OR

EMBEDDED ITEMS. REFER TO 02 41 00.00 22 FOR ADDITIONAL INFORMATION.

8. LEAD BASE PAINT AND HAZARDOUS MATERIALS ABATEMENT:

A. HAZARDOUS MATERIALS: SEE SPECIFICATIONS APPENDIX, "HAZMAT INSPECTION DRAWINGS AND LABORATORY REPORTS," FOR

TYPICAL LOCATIONS AND TYPES OF HAZARDOUS MATERIALS THAT MAY BE ENCOUNTERED. SEE DIVISION 2 SPECIFICATIONS FOR REMEDIATION AND HANDLING OF HAZARDOUS MATERIALS. PRIOR TO BEGINNING WORK, NOTIFY THE CONTRACTING OFFICER OF ANY ADDITIONAL MATERIALS OBSERVED THAT MAY POTENTIALLY CONTAIN HAZARDOUS MATERIALS.

GENERAL NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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ID

LETTER-NUMBER DESIGNATOR

INDICATES SHEET COORDINATES

WHERE TITLE IS LOCATED

DRAWING SEQUENCE NUMBER INDICATES

WHERE TITLE IS LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND TITLE ARE ON

THE SAME DRAWING)

3-AD101

A1 OH

A1

DETAIL TITLE

1/8" = 1'-0"

A1

A-101

SECTION/DETAIL CALLOUT EXAMPLE

SECTION/DETAIL SYMBOL IDENTIFIERS

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

A1

A-101

ELEVATION CALLOUT EXAMPLEDETAIL CALLOUT EXAMPLE

3-AD101

A1 OH

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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S

RCP

12857607

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

T H

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N

O R

F O

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N

A V

A L

S H

IP

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EJA

NEK

DSN

SDI STEEL DECK INSTITUTE

SE SOUTHEAST

SECT SECTION

SEI STRUCTURAL ENGINEERING INSTITUTE

SF SWAY FRAME

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SLNT SEALANT

SLO SHORT LEG OUTSTANDING

SLV SLEEVE

SP SPACE(S)

SPEC SPECIFICATION(S)

SQ SQUARE

SSL SHORT-SLOT HOLE(S)

SST STAINLESS STEEL

ST SNUG-TIGHT JOINT

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SUB SUBSTITUTE

SUPT SUPPORT

SW SOUTHWEST

SYMM SYMMETRICAL

T TON(S) OR TREAD(S)

T&B TOP AND BOTTOM

TB THROUGH BOLT

TD TRENCH DRAIN

TEMP TEMPORARY

THD THREAD(ED)

THK THICK(NESS)

THRU THROUGH

TMS THE MASONRY SOCIETY

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TEST PILE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VB VAPOR BARRIER

VERT VERTICAL

VNR VENEER

VR VAPOR RETARDER

W WEST OR WIDE (WIDTH) OR WIDE FLANGE SHAPE

W/ WITH

W/O WITHOUT

WH WEEP HOLE

WL WIND LOAD

WLD WELD(ED)

WP WORKING POINT

WS WATERSTOP

WT WEIGHT OR WIDE FLANGE TEE SHAPE

WWR WELDED WIRE REINFORCEMENT

X EXTRA STRONG

XX DOUBLE EXTRA STRONG

± DIMENSION TO BE VERIFIED IN FIELD

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS

NAVD NORTH AMERICAN VERTICAL DATUM

NCMA NATIONAL CONCRETE MASONRY ASSOCIATION

NE NORTHEAST

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OR OUTSIDE RADIUS

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OVS OVERSIZE HOLE(S)

PAR PARALLEL

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCF POUND(S) PER CUBIC FOOT

PCI POUND(S) PER CUBIC INCH OR PRECAST/PRESTRESSED

CONCRETE INSTITUTE

PED PEDESTAL

PERP PERPENDICULAR

PH PHASE

PL PLATE

PLBG PLUMBING

PLC PLACE(S)

PLF POUND(S) PER LINEAR FOOT

PREFAB PREFABRICATE(D)

PREP PREPARATION

PS PIPE SUPPORT

PSF POUND(S) PER SQUARE FOOT

PSI POUND(S) PER SQUARE INCH

PT PRETENSIONED JOINT

PUR PURLIN

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QC QUALITY CONTROL

R RADIUS OR RISER(S)

RD ROOF DRAIN

REBAR REINFORCING STEEL BAR(S)

REF REFERENCE

REINF REINFORCE(D)

REQD REQUIRED

REV REVISION

RF ROOF

RM ROOM

RST REINFORCING STEEL

S SECTION MODULUS OR SOUTH OR AMERICAN STANDARD

BEAM SHAPE

SB SHEAR BAR

SC SLIP-CRITICAL JOINT

SCHED SCHEDULE

GDR GUARDRAIL

GEN GENERAL

GOVT GOVERNMENT

GR GRADE

GRTG GRATING

GT GROUT

H HIGH (HEIGHT)

HB HORIZONTAL BRACE

HC HOLLOW CORE

HGR HANGER

HORIZ HORIZONTAL

HP BEARING PILE SHAPE

HPT HIGH POINT

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SECTION

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH(ES)

INFO INFORMATION

INT INTERIOR

INV INVERT

IR INSIDE RADIUS

JST JOIST

JT JOINT

KB KNEE BRACE

KIP THOUSAND POUNDS

KLF KIP(S) PER LINEAR FOOT

KPL KICK PLATE

KSF KIP(S) PER SQUARE FOOT

KSI KIP(S) PER SQUARE INCH

L ANGLE SHAPE OR LENGTH

LAD LADDER

LBS POUND(S)

LD DEVELOPMENT LENGTH

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LPT LOW POINT

LSL LONG-SLOT HOLE(S)

LTWT LIGHTWEIGHT

MATL MATERIAL

MAX MAXIMUM

MBMA METAL BUILDING MANUFACTURERS ASSOCIATION

MBS METAL BUILDING SYSTEM

MC MISCELLANEOUS CHANNEL SHAPE OR MOMENT

CONNECTION

MDP MAIN DEWATERING PUMP

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPS MISCELLANEOUS PIPE SUPPORT(S)

MSL MEAN SEA LEVEL

MTL METAL

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CPRS COMPRESSIBLE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTJ CONTRACTION JOINT

CTR CENTER(ED)

CY CUBIC YARD(S)

D DEEP (DEPTH)

DBL DOUBLE

DEG DEGREE(S)

DEMO DEMOLISH (DEMOLITION)

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIV DIVISION

DK DECK

DL DEAD LOAD

DN DOWN

DP DRAINAGE PUMP

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EL EARTHQUAKE LOAD

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETC AND SO FORTH

EW EACH WAY

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR OR EXTERNAL

EXTN EXTENSION

FAB FABRICATE

FD FLOOR DRAIN

FDTN FOUNDATION

FF FAR FACE

FIN FINISH

FLG FLANGE

FLR FLOOR

FR FRAME

FRMG FRAMING

FRP FIBER-REINFORCED POLYMER

FS FAR SIDE

FT FOOT (FEET)

FTG FOOTING

FUT FUTURE

GA GAGE

GALV GALVANIZE(D)

GB GRADE BEAM

GC GENERAL CONTRACTOR

# NUMBER OR POUND(S)

% PERCENT

& AND

(+/-) DIMENSIONAL TOLERANCE

@ AT

AA ALUMINUM ASSOCIATION

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM ASTM INTERNATIONAL

AWS AMERICAN WELDING SOCIETY

B/B BACK TO BACK

BC BOLT CIRCLE

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BTWN BETWEEN

C CHANNEL SHAPE

C TO C CENTER TO CENTER

CAP CAPACITY

CFS COLD-FORMED STEEL

CHFR CHAMFER

CIP CAST-IN-PLACE

CIR CIRCLE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLJ CONTROL JOINT

CLL COLUMN LINE

CLR CLEAR

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CNR CORNER

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CALLOUT IDENTIFICATION

ABBREVIATIONS

PORTAL CRANE LOADING DIAGRAM

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

/2

8/

IS

SU

ED

F

OR

COPING

103' - 0"

MAIN PUMP

46' - 0"

MOTOR

83' - 0"

SUCTION CHAMBER

32' - 3 1/4"

DRAINAGE PUMP

28' - 3 1/4"

INTERMEDIATE

68' - 0"

DRAINAGE

PUMP

CHAMBER

MDP-4

CHAMBER

MDP-3

CHAMBER

MDP-2

CHAMBER

MDP-1

CHAMBER

SUCTION CHAMBER

MOTOR LEVEL

CHAMBER CEILING

40' - 3 1/4"

BOT/EXIST CONCRETE

25' - 9 1/4"

X1

X1

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

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T H

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Y N

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C O

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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E E

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IN

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F O

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-7

P U

M P

W E

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D E

M O

LI

T

IO

N

K E

Y P

LA

N

RCP

12857608

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

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EJA

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DSN

3/16" = 1'-0" A1

PUMPWELL 8 DEMOLITION KEY PLAN SECTION

SHEET KEYNOTES

X1 CLIN 0002

0 4' 8' 12'

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

/2

8/

IS

SU

ED

F

OR

M

M

A1

1-SD100

CL MDP-1

C L

M D

P

CL MDP-2 CL MDP-3 CL MDP-4

12' - 6" 24' - 0" 24' - 0" 24' - 0"

115' - 0"

OPEN OPEN OPEN OPEN

(E) FLOOR OPNG,

GRATED, TYP OF 2

(E) CONC FLOOR

BEAMS, TYP

(E) SHIPS LADDER

OPNG, TYP OF 2

(E) FLOOR OPNG,

TYP

(E) MDP FLOOR

OPNG, TYP OF 4

A1

1-SD201

(E) PUMPWELL 8

ENTRY

D11

D11

D10

D10 D10

D4 D16D16D16D16

TYP

3' - 0"

D16 D16

D4

D N

D N

UP

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

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IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G S

Y S

T E

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C O

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M

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F O

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-7

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W E

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D E

M O

LI

T

IO

N

M

O T

O R

L E

V E

L P

LA

N

RCP

12857609

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

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, V

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NEK

DSN

0' 4' 8' 12'

PLAN

NORTH

3/16" = 1'-0" C1

PUMPWELL 8 MOTOR LEVEL DEMOLITION PLAN (TOC = 83'-0")

KEY PLAN

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

SHEET KEYNOTES

D4 DEMOLISH CONCRETE FOR DUCTBANK OPENING. EXISTING CONCRETE

REINFORCED WITH #8@6" OC AT VERT INTERIOR FACE, #8@12" OC

OTHERWISE. REFER TO C3/1-S-203. COORDINATE WITH ELECTRICAL FOR

ADDITIONAL INFORMATION.

D10 DEMOLISH ANCHOR BOLTS AT REMOVED EQUIPMENT FLUSH WITH

CONCRETE FLOOR. SEE MECHANICAL DRAWINGS FOR EQUIPMENT

DEMOLITION INFORMATION.

D11 DEMOLISH CONCRETE FOR DISCHARGE PIPE OPENING. EXISTING

CONCRETE REINFORCED WITH #8@6" OC VERT INTERIOR FACE, #8@12"

OC OTHERWISE. SEE ELEVATIONS FOR PENETRATION INFORMATION.

REFER TO C1/1-S-203. COORDINATE WITH MECHANICAL FOR ADDITIONAL

INFORMATION.

D16 DEMOLISH EXISTING CONCRETE EQUIPMENT PADS. SEE ELECTRICAL

DRAWINGS FOR EQUIPMENT DEMOLITION INFORMATION.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

/2

8/

IS

SU

ED

F

OR

D3

D2

CL MDP-1

C L

M D

P

CL MDP-2 CL MDP-3 CL MDP-4

4'

0"

4'

0"

4' - 0" 14' - 7" 3' - 0" 21' - 0" 3' - 0" 21' - 0" 3' - 0" 21' - 0" 3' - 0" 17' - 5" 4' - 0"

115' - 0"

OPEN TO

BELOW, TYP

OPEN TO

BELOW, TYP

(E) FLOOR OPNG,

TYP SEE NOTE 4

(E) BEAM TO

REMAIN

/4

D17 U

P

D N

DN

D18

U P

(E) BEAM TO

REMAIN

D19

X1

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO 1-SD102 FOR DIMENSIONS NOT INDICATED.

3. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

4. DUE TO OBSERVED DETERIORATION UNDER EAST SIDE INTERMEDIATE

LEVEL CONCRETE, CONTRACTOR MAY NOT EXCEED 60 PSF DURING

DEMOLITION ACTIVITIES.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

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T E

M S

C O

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A N

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M

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-A T

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F

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P D

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M

F O

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V N

-7

P U

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W E

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D E

M O

LI

TI

O N

IN

TE

R

M E

D

IA

TE

L

E V

E L

P

LA

N

RCP

12857610

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

T H

, V

IR

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F O

LK

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A V

A L

S H

IP

Y

A R

D

EJA

NEK

DSN

3/16" = 1'-0" C1

PUMPWELL 8 INTERMEDIATE LEVEL DEMOLITION PLAN (TOC = 68'-0")

SHEET KEYNOTES

D2 DEMOLISH PLATFORMS AND ASSOCIATED GUARDRAILS. NOTE THAT

ONLY PRIMARY FRAMING IS SHOWN. VERIFY QUANTITY OF STEEL PRIOR

TO DEMOLITION.

D3 DEMOLISH STEEL COLUMNS. NOTE THAT ONLY PRIMARY FRAMING IS

SHOWN. VERIFY QUANTITY OF STEEL PRIOR TO DEMOLITION.

D17 DEMOLISH EXISTING PLATFORM BEAMS, GRATING, AND HANDRAIL OVER

MDP-1 AS INDICATED.

D18 DEMOLISH W8 BEAM BELOW INTERMEDIATE LEVEL. ENSURE W10

REINFORCEMENT BEAMS ARE IN PLACE PRIOR TO W8 REMOVAL. SEE

1-S-103 FOR ADDITIONAL INFORMATION.

D19 DEMO MDP-1 OPERATOR GRATING.

X1 CLIN 0002

KEY PLAN

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

0' 4' 8' 12'

PLAN

NORTH

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

/2

8/

IS

SU

ED

F

OR

D7

D2

D2

D3

D3

D9

D9

D8

CL MDP-1

C L M

D P

CL MDP-2 CL MDP-3

CL MDP-4

5' - 5" 5' - 7"

5' - 5" 5' - 7"

OPEN OPEN OPEN

6"

ALIGN WITH FACE

OF REINFORCED

CONCRETE BELOW,

TYP

A3

1-SD104

D2

D14D14

6" 6"

EXISTING

SUMP PIT

D13

D13

UP

U P

2' - 7" 3' - 6" +/-

4'

1/

2"

/2

8'

2"

4'

4"

2' - 7" 3' - 6" +/-

SUCTION CHAMBER

DEMO BELOW. SEE

A2/1-SD104

SUCTION CHAMBER

DEMO BELOW. SEE

A1/1-SD104

D20

1-SD104

B3

ALIGN WITH

FACE OF

CONCRETE

MOMENT

FRAME

C L D

P

6'

7"

X1

D1

CL MDP-1

C L M

D P

9' - 1"

/2

D6

8' - 0" 6' - 7 1/2"

8'

2"

9'

1/

2" 2'

1/ 2"

X1

MAIN PUMP

46' - 0"

(E) SUCTION

CHAMBER

5'

3/

4" ± 1'

6"

1' - 0"

DEMOLISH (E) WATERTIGHT

24"⌀ MANHOLE COVER

DEMOLITION EXTENTS

MAIN PUMP FLOOR

(E) REINFORCED SUCTION

CHAMBER WALL

2' - 6" ±

2' - 0" Ø ±

VARIES

EXISTING LADDER

CHAMBER CEILING

40' - 3 1/4"

1' - 0"

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO 1-SD102 FOR DIMENSIONS NOT INDICATED.

3. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

SHEET NOTES

D6

5'

1/

2"

9' - 3 1/2"

C L M

D P

OPEN

CONCRETE

1' - 0

FRAME

MANHOLE ENLARGEMENT

TO 3' - 0" DIA

EXISTING REINFORCED

SUCTION CHAMBER WALL

EXISTING

MANHOLE

ADJUST FRAME CONCRETE

AS REQUIRED TO AVOID

THIMBLE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

F

IL

E N

A M

E

P

LO

T T

E D

C

R e vi t_ P ro je ct s \D

R Y

D P

-1

-S

-D R

Y D m w ri d e r.

rv t

/2

/2

:3 :1

P

M

1-SD104

P D

R Y

D O

C K

S

A L T

W A

T E

R S

Y S

T E

M

F O

R C

V N

-7

P U

M P

W E

LL

D E

M O

LI

TI

O N

M

A

IN

P U

M P

A N

D S

U C

T

IO

N C

H A

M B

E R

L E

V E

L P

LA

N

RCP

12857611

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

T H

, V

IR

G

IN

IA

N

O R

F O

LK

N

A V

A L

S H

IP

Y

A R

D

EJA

NEK

DSN

3/16" = 1'-0" C1

PUMPWELL 8 MAIN PUMP LEVEL DEMOLITION PLAN (TOC = 46'-0")

3/16" = 1'-0" A1

SUCTION CHAMBER LEVEL

DEMOLITION PLAN (TOC = 32'-3 1/4")

0' 8' 16' 32'4'

PLAN

NORTH

SHEET KEYNOTES

D1 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL (TOP AND BOTTOM) AND #8@12"

TRANSVERSE TOP, #10@6" OC TRANSVERSE BOTTOM.

D2 DEMOLISH PLATFORMS AND ASSOCIATED GUARDRAILS. NOTE THAT

ONLY PRIMARY FRAMING IS SHOWN. VERIFY QUANTITY OF STEEL PRIOR

TO DEMOLITION.

D3 DEMOLISH STEEL COLUMNS. NOTE THAT ONLY PRIMARY FRAMING IS

SHOWN. VERIFY QUANTITY OF STEEL PRIOR TO DEMOLITION.

D6 DEMOLISH SECTION OF SUCTION CHAMBER FLOOR AND WALL FOR

DRAINAGE PIPE INSTALLATION. EXISTING FLOOR REINFORCED WITH

#7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE. EXISTING

WALL EXTERIOR FACE REINFORCED WITH #6@12" OC HORIZONTAL AND

#7@12" OC VERTICAL. EXISTING WALL INTERIOR FACE REINFORCED

WITH #6@12" OC HORIZONTAL AND #7@12" OC VERTICAL.

D7 DEMOLISH SHIPS LADDER AND MISCELLANEOUS DRAINAGE PUMP

SUPPORT PLATFORMS.

D8 ENLARGE MANHOLE OPENING TO 3'-0" DIAMETER.

D9 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE, EACH

FACE. AT THE EMBEDDED STEEL THIMBLES, DEMOLISH CONCRETE TO

THE EXTENT NECESSARY TO REMOVE THE THIMBLE FRAME AND COVER.

ALIGN CONCRETE DEMOLITION WITH EXISTING-TO-REMAIN REINFORCED

CONCRETE WALLS BELOW AND DO NOT DAMAGE.

D13 DEMOLISH EXISTING EMBEDDED STEEL THIMBLES.

D14 EXISTING STRUCTURAL COLUMNS AS INDICATED TO REMAIN.

CONTRACTOR TO PROTECT DURING DEMOLITION EFFORTS IN THE

PUMPWELL.

D20 DEMOLISH EXISTING LADDER AND SUPPORT STRUCTURE

X1 CLIN 0002

KEY PLAN

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

0' 4' 8' 12'

PLAN

NORTH

0' 4' 8' 12'3/16" = 1'-0" A3

SECTION

3/16" = 1'-0"

A2

DRAINAGE PUMP CHAMBER FLOOR

DEMOLITION PLAN (TOC = 32'-3 1/4")

0' 8' 16' 32'4'

PLAN

NORTH

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R C

O N

S

TR

U C

T

IO

N

/2 8/

3/16" = 1'-0" B3

SUCTION CHAMBER MANHOLE

DEMOLITION PLAN (TOC = 46'-0")

0' 4' 8' 12'

PLAN

NORTH

IS

SU

ED

F

OR

W x

W x

W x

W x Wx

Wx

Wx

Wx

SW

x

SW

x

SW

x

SW

x

SW

x

SW

x

SW

x

SW

x

SWx

SW

x

SWx

SD

x

SD

x

SD

x

SDx SDx

SSx

SDx

SD x

SD x

BASE ROADWAY

MCCAWLEY STREET

S D

S D

S D

S D

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUG 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

NA

VA

L

ST

AT

IO

N

- N

OR

FO

LK

, V

A

NO

RF

O

LK

N

AV

AL

S

HI

PY

AR

D

PO

RT

SM

O

UT

H, V

IR

G

IN

IA

P

D

R Y

D O

C K

S A

LT

W

A

TE

R S

Y S

TE

M

FO

R

C V

N -7

JTL/TLH

EJA

DSN

1364315

N40085-22-R-2598

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

02/02/2022

IS

SU

ED

F

OR

B

ID

/2

8/

SHEET NOTES

NORTH

PLAN

KEY PLAN

4 5

11 12

2 3

13 14

1. SEE SHEET 1-VF001 FOR SURVEY NOTES, ABBREVIATIONS, AND

LEGEND.

2. SEE SHEETS 1-C-001 THROUGH 1-C-005 FOR CIVIL NOTES AND

LEGENDS.

3. SEE SHEETS 1-S-001 & 1-S-002 FOR SITE STRUCTURAL NOTES AND

LEGENDS.

4. SEE SHEETS 1-E-001, 1-E-011 & 1-E-012 FOR ELECTRICAL NOTES

AND LEGENDS.

DLB

BA TNT2 WMS

12857612

ST

RU

CT

UR

AL

D

EM

OL

IT

IO

N

PL

AN

AR

EA

1-SD115

AS NOTED

SCALE: 1" = 20'

WATERFRONT STRUCTURAL DEMOLITION PLAN - AREA 15A1

PLAN

NORTH

40'10'0 20'

1-SD401

C1

SOUTH FLOOD

FLUME DEMOLITION

CRANE RAIL DEMOLITION

PER SITE STRUCTURAL

EMH 897 DEMOLITION

PER ELECTRICAL

WP

N = 3462673.32 E = 12127790.58

46'-7"

'-3

X1

SHEET KEYNOTES

X1. CLIN 0002

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

3. COORDINATE ALL EQUIPMENT DIMENSIONS AND LOCATIONS WITH

MECHANICAL AND EQUIPMENT SUPPLIERS PRIOR TO COMMENCEMENT OF

WORK.

SHEET NOTES

COPING

103' - 0"

MAIN PUMP

46' - 0"

MOTOR

83' - 0"

SUCTION CHAMBER

32' - 3 1/4"

DRAINAGE PUMP

28' - 3 1/4"

INTERMEDIATE

68' - 0"

8' - 0"6"

4'

0" 5'

0"

D1

D2

D2D2

D3

D7

D2D2

D3

D8

CL MDP-1 CL MDP-2 CL MDP-3 CL MDP-4

D5

D3

CHAMBER CEILING

40' - 3 1/4"

BOT/EXIST CONCRETE

25' - 9 1/4"

8'

0"

A1

1-SD202

A3

1-SD202

D17

D9

5'

3/

4"

D6

D6

X1

X1

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

F

IL

E N

A M

E

P

LO

T T

E D

C

R e v it P ro je c ts

\D R

Y D

P -1

-S

-D R

Y D m w ri d e r.

rv t

/2

/2

:3 :1

P

M

1-SD201

P D

R Y

D O

C K

S

A L T

W A

T E

R S

Y S

T E

M

F O

R C

V N

-7

P U

M P

W E

LL

D E

M O

LI

TI

O N

IN

TE

R

IO

R

E

LE

V A

T

IO

N

RCP

12857613

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

T H

, V

IR

G

IN

IA

N

O R

F O

LK

N

A V

A L

S H

IP

Y

A R

D

EJA

NEK

DSN

SHEET KEYNOTES

D1 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL (TOP AND BOTTOM) AND #8@12"

TRANSVERSE TOP, #10@6" OC TRANSVERSE BOTTOM.

D2 DEMOLISH PLATFORMS AND ASSOCIATED GUARDRAILS. NOTE THAT

ONLY PRIMARY FRAMING IS SHOWN. VERIFY QUANTITY OF STEEL PRIOR

TO DEMOLITION.

D3 DEMOLISH STEEL COLUMNS. NOTE THAT ONLY PRIMARY FRAMING IS

SHOWN. VERIFY QUANTITY OF STEEL PRIOR TO DEMOLITION.

D5 DEMOLISH UNREINFORCED LEAN CONCRETE FILL.

D6 DEMOLISH SECTION OF SUCTION CHAMBER FLOOR AND WALL FOR

DRAINAGE PIPE INSTALLATION. EXISTING FLOOR REINFORCED WITH

#7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE. EXISTING

WALL EXTERIOR FACE REINFORCED WITH #6@12" OC HORIZONTAL AND

#7@12" OC VERTICAL. EXISTING WALL INTERIOR FACE REINFORCED

WITH #6@12" OC HORIZONTAL AND #7@12" OC VERTICAL.

D7 DEMOLISH SHIPS LADDER AND MISCELLANEOUS DRAINAGE PUMP

SUPPORT PLATFORMS.

D8 ENLARGE MANHOLE OPENING TO 3'-0" DIAMETER.

D9 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE, EACH

FACE. AT THE EMBEDDED STEEL THIMBLES, DEMOLISH CONCRETE TO

THE EXTENT NECESSARY TO REMOVE THE THIMBLE FRAME AND COVER.

ALIGN CONCRETE DEMOLITION WITH EXISTING-TO-REMAIN REINFORCED

CONCRETE WALLS BELOW AND DO NOT DAMAGE.

D17 DEMOLISH EXISTING PLATFORM BEAMS, GRATING, AND HANDRAIL OVER

MDP-1 AS INDICATED.

X1 CLIN 0002

0' 4' 8' 12' 3/16" = 1'-0"

A1

PUMPWELL 8 DEMOLITION INTERIOR ELEVATION

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

/2

8/

IS

SU

ED

F

OR

MAIN PUMP

46' - 0"

MOTOR

83' - 0"

SUCTION CHAMBER

32' - 3 1/4"

DRAINAGE PUMP

28' - 3 1/4"

INTERMEDIATE

68' - 0"

4' - 6 1/2" 10' - 0 1/2" 8' - 2" 4' - 4"

CL MDP

6" 6"

D9D13

D5

D1

D13

D17

X1

X1

COPING

103' - 0"

MAIN PUMP

46' - 0"

MOTOR

83' - 0"

SUCTION CHAMBER

32' - 3 1/4"

DRAINAGE PUMP

28' - 3 1/4"

INTERMEDIATE

68' - 0"

D3 D3

D3

D7

D6

D2D2

D3

D2

D2

D18

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

3. COORDINATE ALL EQUIPMENT DIMENSIONS AND LOCATIONS WITH

MECHANICAL AND EQUIPMENT SUPPLIERS PRIOR TO COMMENCEMENT OF

WORK.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

F

IL

E N

A M

E

P

LO

T T

E D

C

R e v it P ro je c ts

\D R

Y D

P -1

-S

-D R

Y D m w ri d e r.

rv t

/2

/2

:3 :2

P

M

1-SD202

P D

R Y

D O

C K

S

A L T

W A

T E

R S

Y S

T E

M

F O

R C

V N

-7

P U

M P

W E

LL

D E

M O

LI

TI

O N

IN

TE

R

IO

R

E

LE

V A

T

IO

N S

RCP

12857614

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

R T

S M

O U

T H

, V

IR

G

IN

IA

N

O R

F O

LK

N

A V

A L

S H

IP

Y

A R

D

EJA

NEK

DSN

0' 4' 8' 12'3/16" = 1'-0" A1

MDP-1 CHAMBER

DEMOLITION INTERIOR ELEVATION

0' 4' 8' 12'3/16" = 1'-0"

A3

DRAINAGE PUMP CHAMBER

DEMOLITION INTERIOR ELEVATION

SHEET KEYNOTES

D1 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL (TOP AND BOTTOM) AND #8@12"

TRANSVERSE TOP, #10@6" OC TRANSVERSE BOTTOM.

D2 DEMOLISH PLATFORMS AND ASSOCIATED GUARDRAILS. NOTE THAT

ONLY PRIMARY FRAMING IS SHOWN. VERIFY QUANTITY OF STEEL PRIOR

TO DEMOLITION.

D3 DEMOLISH STEEL COLUMNS. NOTE THAT ONLY PRIMARY FRAMING IS

SHOWN. VERIFY QUANTITY OF STEEL PRIOR TO DEMOLITION.

D5 DEMOLISH UNREINFORCED LEAN CONCRETE FILL.

D6 DEMOLISH SECTION OF SUCTION CHAMBER FLOOR AND WALL FOR

DRAINAGE PIPE INSTALLATION. EXISTING FLOOR REINFORCED WITH

#7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE. EXISTING

WALL EXTERIOR FACE REINFORCED WITH #6@12" OC HORIZONTAL AND

#7@12" OC VERTICAL. EXISTING WALL INTERIOR FACE REINFORCED

WITH #6@12" OC HORIZONTAL AND #7@12" OC VERTICAL.

D7 DEMOLISH SHIPS LADDER AND MISCELLANEOUS DRAINAGE PUMP

SUPPORT PLATFORMS.

D9 DEMOLISH REINFORCED CONCRETE. EXISTING CONCRETE REINFORCED

WITH #7@12" OC LONGITUDINAL AND #8@12" OC TRANSVERSE, EACH

FACE. AT THE EMBEDDED STEEL THIMBLES, DEMOLISH CONCRETE TO

THE EXTENT NECESSARY TO REMOVE THE THIMBLE FRAME AND COVER.

ALIGN CONCRETE DEMOLITION WITH EXISTING-TO-REMAIN REINFORCED

CONCRETE WALLS BELOW AND DO NOT DAMAGE.

D13 DEMOLISH EXISTING EMBEDDED STEEL THIMBLES.

D17 DEMOLISH EXISTING PLATFORM BEAMS, GRATING, AND HANDRAIL OVER

MDP-1 AS INDICATED.

D18 DEMOLISH W8 BEAM BELOW INTERMEDIATE LEVEL. ENSURE W10

REINFORCEMENT BEAMS ARE IN PLACE PRIOR TO W8 REMOVAL. SEE

1-S-103 FOR ADDITIONAL INFORMATION.

X1 CLIN 0002

S Y

M D

E S

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/2

8/

IS

SU

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F

OR

(E) CONC FILLED

STEEL PIPE PILE, TYP

(E) HP, TYP

~ DRY DOCK 8 ~ 46'-7"± (LIMITS OF DEMOLITION)

COFFERDAM1

(E) CONC (BELOW SLAB

DEMOLITION) TO REMAIN

CRANE RAIL DEMOLITION

PER SITE STRUCTURAL

(E) EMH 897 DEMOLITION

PER ELECTRICAL

(E) CRANE RAIL, TYP

7'- 2"

(E) DOCK WATER

LEVEL GAUGE

3'- 9"

'-3

3'- 2"

TY

P

3'-8"±

5'-6"±

4'- 0"

(E) DD8 COPING WALL

LIM

IT

S

OF

(E ) F

LU

ME

4'- 0"

(E) SLUICE

GATE SLOT

(E) SECONDARY STOP

LOG/TRASH RACK SLOT

(E) STOP LOG SLOT

(E) SLUICE GATE MOTOR

TO BE DEMOLISHED,

SEE MECH DRAWINGS

(E) CAISSON POWER

PEDESTAL

8'-0"±

4'- 0"

(E) CONC FILLED

STEEL PIPE PILE, TYP

EL 65.89

EL 61.47

EL 93.0

EL 103.0

(E) STOP LOG SLOT

(E) SECONDARY STOP

LOG/TRASH RACK SLOT

46'-7"± (LIMITS OF DEMOLITION)

3'- 0"

30'-8"± 2'-0"

COFFERDAM1

EL 93.28

MLLW

FACE OF CONC

1'-6"

(E) CONC TO REMAIN

(E ) S

LU

IC

E

GA

TE

S

LO

T

(E ) M

AN

HO

LE

1'- 6"

M

IN

T

OP

O F

PL

UG

AT

S

TO

P

LO

G

SL

OT

(E ) V

EN

T8'-

7"

3"

TY

P

3'-6"

2" GROOVE

ALL AROUND 2

3'-2"± 12'-3"

(E) FLOOD FLUME

3'- 0" 8

(E) EMH 897

8'-0"±

(E) CRANE RAIL

DD8

DR

Y

DO

CK

W

AL

L

LC FLOOD FLUME

10'-0"±

7'-2"± 12'-3"

(E) FLOOD FLUME

3'- 0" 8

8'-0"±

(E) DOCK WATER

LEVEL GAUGE

DD8

DR

Y

DO

CK

W

AL

L TYP 9

A

DLB

BA TNT2 WMS

12857615

DE

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IT

IO

N

DE

TA

IL

S

- S

OU

TH

F

LO

OD

F

LU

M E

OU

TF

AL

L

1-SD401

AS NOTED

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

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M S

C O

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUG 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

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M

S

CO

M M

AN

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N -7

JTL/TLH

EJA

DSN

1364315

N40085-22-R-2598

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

02/02/2022

IS

SU

ED

F

OR

B

ID

/2

8/

A1

1-SD401

SCALE: 3/16" = 1'-0"

PARTIAL DEMOLITION PLAN AT SOUTH FLOOD FLUMEC1 1-SD115 0 4' 8' 12'

SCALE: 3/16" = 1'-0"

SECTIONA1 0 4' 8' 12'

PLAN

NORTH

SHEET NOTES

1. SEE SHEET 1-SB001 THROUGH 1-SB004 FOR STRUCTURAL

WATERFRONT NOTES, ABBREVIATIONS, LEGEND, AND TYPICAL

DETAILS.

PROPOSED SEQUENCE OF

CONSTRUCTION

1. INSTALL GOV'T FURNISHED COFFERDAM. SEE "DRY DOCK 8 STOP LOG

SEAT REPAIR" NAVFAC DWG NOs. 12715118 TO 1215125 FOR

COFFERDAM DETAILS. COFFERDAM TO REMAIN IN PLACE UNTIL SELF

CONSOLIDATING CONCRETE HAS FULLY CURED FOR A MIN OF 28

DAYS.

2. REMOVE 3" OF (E) CONCRETE ALL AROUND, PRESERVE (E)

REINFORCING. CHIP 2" GROOVE INTO (E) CONCRETE ALL AROUND

AND PROVIDE HYDROPHILIC WATER STOP.

3. PLACE PLUG WITH BLIND FLANGE PIPE PENETRATIONS. SEE SHEET

1-SB401 FOR PLUG AND PIPE PENETRATION DETAILS.

4. DEMOLISH EXISTING SLUICE GATE AND STOP LOGS. PROVIDE

ACCESS TO PLACE PIPING.

5. CORE VENT HOLES AT 20'-0" OC.

6. PLACE OUTFALL PIPING. SEE MECHANICAL DRAWINGS.

7. FILL STOP LOG SLOT WITH SELF CONSOLIDATING CONCRETE. SEE

SHEET 1-SB401 FOR DETAILS.

8. SAWCUT PERIMETER FOR REINFORCED CONCRETE SLAB. DEMO

EXISTING CONCRETE TO LIMITS SHOWN FOR INSTALLATION OF

REINFORCED CONC SLAB.

9. REMOVE ALL MARINE GROWTH FROM INSIDE INTAKE OF FLUME 30

DAYS PRIOR TO SCC PLACEMENT.

10. FILL FLOOD FLUME WITH SCC. SEE SHEET 1-SB401.

11. CONSTRUCT REINFORCED CONCRETE SLAB. SEE SHEET 1-SB501.

A4

1-SD401

SCALE: 3/16" = 1'-0"

SECTIONA4 0 4' 8' 12'

A5

1-SD401

SCALE: 3/16" = 1'-0"

SECTIONA5 0 4' 8' 12'

WP

N = 3462673.32 E = 12127790.58

MAIN PUMP

46' - 0"

MOTOR

83' - 0"

SUCTION CHAMBER

32' - 3 1/4"

DRAINAGE PUMP

28' - 3 1/4"

INTERMEDIATE

68' - 0"

DRAINAGE

PUMP

CHAMBER

MDP-4

CHAMBER

MDP-3

CHAMBER

MDP-2

CHAMBER

DP-4/ DP-5

CHAMBER

SUCTION CHAMBER

MOTOR LEVEL

CL DEMO

MDP-1

CL MDP-2 CL MDP-3 CL MDP-4

CL DP-4/ DP-5

CHAMBER CEILING

40' - 3 1/4"

BOT/EXIST CONCRETE

25' - 9 1/4"

X1

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

3. COORDINATE ALL EQUIPMENT DIMENSIONS AND LOCATIONS WITH

MECHANICAL AND EQUIPMENT SUPPLIERS PRIOR TO COMMENCEMENT OF

WORK.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

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Y N

A V

A L

F A

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IE

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IN

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M S

C O

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A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

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IN

E E

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IN

G S

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ID

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AS NOTED

F

IL

E N

A M

E

P

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C

R e v it P ro je c ts

\D R

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P -1

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rv t

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P

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1-S-100

P D

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M

F O

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V N

-7

P U

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W E

LL

K E

Y P

LA

N

RCP

12857616

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

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NEK

DSN

3/16" = 1'-0" A1

PUMPWELL 8 KEYPLAN SECTION

0 4' 8' 12'

S Y

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E S

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SHEET KEYNOTES

X1 CLIN 0002

IS

SU

ED

F

OR

A1

1-S-100

A3

1-S-202 A1

1-S-202

A1

1-S-421

CL DEMO

MDP-1

C L M

D P

CL MDP-2 CL MDP-3 CL MDP-4

12' - 6" 24' - 0" 24' - 0" 24' - 0"

115' - 0"

1-S-421

C1

(E) FLOOR OPNG,

GRATED, TYP OF 2

(E) CONC FLOOR

BEAMS, TYP

(E) MDP FLOOR

OPNG, TYP OF 4

(E) SHIPS LADDER

OPNG, TYP OF 2

OPEN OPEN OPEN

A1

1-S-201

C1

1-S-203

TYP

C3

1-S-203

(E) PUMPWELL 8

ENTRY

8 57

TYP OF 3

D N

D N

UP

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

3. COORDINATE ALL EQUIPMENT DIMENSIONS AND LOCATIONS WITH

MECHANICAL AND EQUIPMENT SUPPLIERS PRIOR TO COMMENCEMENT OF

WORK.

SHEET NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G S

Y S

T E

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C O

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F

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1-S-102

P D

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E V

E L

P

LA

N

RCP

12857617

AJM MWR

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

P O

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IP

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D

EJA

NEK

DSN

3/16" = 1'-0" C1

PUMPWELL 8 MOTOR LEVEL PLAN (TOC = 83'-0")

KEY PLAN

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

0' 4' 8' 12'

PLAN

NORTH

SHEET KEYNOTES

8 DUCTBANK OPENINGS, REFER TO C3/1-S-203 FOR PENETRATION

LOCATION. COORDINATE LOCATIONS WITH ELECTRICAL.

24 COVER PLATE OVER EXISTING OPENING. REFER TO A1/1-S-421 FOR

DETAIL, APPROX 2'-2" DIA ±, TYP.

28 EXISTING PIPE OPENING TO REMAIN, REFER TO MECHANICAL DRAWINGS

FOR SIZE AND LOCATION.

38 EXISTING PIPE OPENING TO REMAIN, REFER TO C1/1-S-203 FOR CENTER

OF PIPE LOCATION AND MECHANICAL DRAWINGS FOR PENETRATION

DETAILS.

48 PIPE PENETRATION, REFER TO C1/1-S-203 FOR CENTER OF PIPE

LOCATION AND MECHANICAL DRAWINGS FOR PENETRATION DETAILS.

57 4" CONCRETE EQUIPMENT PAD PER EP-1. COORDINATE WITH

ELECTRICAL DRAWINGS FOR SIZE AND LOCATION. REFER TO 1-S-502

FOR DETAIL, AND PROVIDE EXPANSION JOINT WHERE PLACING NEW

EP-1 AGAINST WALL PANELING.

S Y

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F

OR

CL DEMO

MDP-1

C L M

D P

CL MDP-2 CL MDP-3 CL MDP-4OPEN TO

BELOW, TYP

OPEN TO

BELOW, TYP

4'

0"

4'

0"

4' - 0" 14' - 7" 3' - 0" 21' - 0" 3' - 0" 21' - 0" 3' - 0" 21' - 0" 3' - 0" 17' - 5" 4' - 0"

115' - 0"

UP

DN

DN

UP

SEE NOTE 6

W10X33 (-1' - 1")

W10X33 (-1' - 1")

W10X33 (-1' - 1")

4'

5" 4'

5'

5"

C3

1-S-301

1' - 1 3/8"

(E) BEAMS

TO REMAIN

TYP @

W10

COL

BELOW

SIM

SE-12 W/ GR-1

X1

1. REFER TO SHEETS 1-S-001 AND 1-S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO 1-S-102 FOR DIMENSIONS NOT SHOWN.

3. REFER TO 1-S-500 SERIES FOR TYPICAL FRAMING DETAILS.

4. ALL EXISTING DIMENSIONS MUST BE FIELD VERIFIED PRIOR…